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CALCULATION COVER SHEET
Element: Vehicle Service Bridge Superstructure Labor Code: 2686C1
Calculation Title: Vehicle Service Bridge Superstructure
Total Number of Pages (including cover sheet): 436
Prepared by: Duane Perkins Date: 18-9-2015
Checked by: Date:
Design Basis/References/Assumptions: - MnDOT LRFD Bridge Deisgn Manual 5-392 -2012 AASHTO LRFD Bridge Design Specifications -NDDOT LRFD Bridge Design Specifications Section IV-04
Rev. No.
Description of Revision:
Prepared by:
Date:
Checked by:
Date:
Sheet Index:
F1.1-F1.5
F2.1-F2.5
F3.1-F3.6
F4.1-F4.183
F5.1-F5.16
F6.1
F7.1-F7.5
F8.1-F8.5
F9.1-F9.6
F10.1-F10.184
Bridge deck width information and design vehicles
MnDOT bridge beam & deck information
Bridge beam loads for spans 1 & 3
Leap bridge beam design results for span 1 & 3
Bridge beam fixed and expansion bearing design
End of calculations for spans 1 & 3
Bridge deck width information and design vehicles
MnDOT bridge beam & deck information
Bridge beam loads for span 2
Leap bridge beam design results for span 2
1
F11.1-F11.16
F12.
F13.1
Bridge beam fixed and expansion bearing design
Bill of reinforcement for spans 1, 2 & 3
End of calculations for span 2
2
2015 Silverado 1500 Models & Specs
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* The Manufacturer's Suggested Retail Price excludes destination freight charge, tax, title, license, dealer fees and optional equipment. Click here to see all Chevrolet vehicles' destination freight charges.Click here to see the 2015 City Express destination freight charge. Click here to see the 2015 Colorado destination freight charge.
***The Manufacturer's Suggested Retail Price excludes tax, title, license, dealer fees and optional equipment. Includes destination freight charge and gas guzzler tax.
Double Cab, Std. BoxMSRP from $30,130
WT LS LTZ Z71
Dimensions WT LS LTZ Z71
Height, Overall (2WD) 73.87 in. 73.87 in. 73.87 in.
Height, Overall (4WD) 73.90 in. 73.90 in. 73.90 in.
Ground Clearance (2WD) 8.47 in. 8.47 in. 8.47 in.
Ground Clearance (4WD) 8.87 in. 8.87 in. 8.87 in.
Cargo Box (Area) Height 21.10 in 21.10 in 21.10 in
Cargo Box Length @ Floor 78.87 in 78.87 in 78.87 in
Cargo Box Width @ Wheelhousings 51.03 in 51.03 in 51.03 in
Cargo Volume 61.0 ft 61.0 ft 61.0 ft
Cab to Axle 41.50 in 41.50 in 41.50 in
Front Bumper to Back of Cab 141.37 in 141.37 in 141.37 in
Length, Overall 230.03 in 230.03 in 230.03 in
Wheelbase 143.5 in 143.5 in 143.5 in
Width, Max w/o mirrors 80.0 in 80.0 in 80.0 in
Front Head Room 42.80 in 42.80 in 42.80 in
Front Hip Room 60.73 in 60.73 in 60.73 in
Front Leg Room 45.27 in 45.27 in 45.27 in
Front Shoulder Room 65.93 in 65.93 in 65.93 in
Passenger Capacity 6 6 6
Second Head Room 38.67 in 38.67 in 38.67 in
Second Hip Room 60.23 in 60.23 in 60.23 in
Second Leg Room 34.63 in 34.63 in 34.63 in
Second Shoulder Room 65.80 in 65.80 in 65.80 in
WT2WD MSRP Starting from $30,130
4WD MSRP Starting from $34,110
LS2WD MSRP Starting from $31,940
4WD MSRP Starting from $35,920
LTZ Z712WD MSRP Starting from $40,100
4WD MSRP Starting from $43,450
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3 3 3
Page 1 of 32015 Silverado 1500: Pickup Truck Dimensions | Chevrolet
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3
Engine Highlights
Available Engines 2.7L EcoBoost® V6 3.5L EcoBoost® V6 3.5L Ti-VCT V6 5.0L Ti-VCT V8
Horsepower 325 @ 5750 rpm 365 @ 5000 rpm 282 @ 6250 rpm 385 @ 5750 rpm
Torque 375 @ 3000 rpm 420 @ 2500 rpm 253 @ 4250 rpm 387 @ 3850 rpm
Fuel Economy - 4x2(city/highway/combined) TBD TBD TBD TBD
Fuel Economy - 4x4(city/highway/combined) TBD TBD TBD TBD
Vehicle Capacity Highlights
Available Drive Types 4x2 4x4
Available Cab Types Regular Cab SuperCab SuperCrew
Max Seating Capacity 3 6 6
Wheelbase - 5.5' Box - - 145.0 in.
Wheelbase - 6.5' Box 122.4 in. 145.0 in. 156.8 in.
Wheelbase - 8' Box 141.1 in. 163.7 in. -
Available Trims XL XLT LARIAT King Ranch® Platinum
Transmission - 6-Speed Automatic Standard Standard - - -
Transmission - 6-Speed SelectShift Automatic Available Available Standard Standard Standard
Maximum Conventional Towing(When properly equipped) 12,200 lbs.
Maximum Payload(When properly equipped) (Regular Cab 4x2 with 5.0L V8 and Heavy Duty Payload Pkg) 3,300 lbs.
Min Vehicle Base Curb Weight - 4x2 4,050 lbs.
Min Vehicle Base Curb Weight - 4x4 4,309 lbs.
Warranties
Time Distance
Warranty - Bumper to Bumper 3 years 36,000 miles
Warranty - Powertrain 5 years 60,000 miles
Warranty - Safety Restraint System 5 years 60,000 miles
Warranty - Aluminum Body Panels 5 years Unlimited miles
Warranty - Corrosion - Sheet Metal (Perforation Only Excluding Aluminum) 5 years Unlimited miles
Warranty - Paint Adhesion 5 years Unlimited miles
Warranty - Roadside Assistance Program 5 years 60,000 miles
Regular Cab Exterior Dimensions
F-150 Specifications
Back to Top
Back to Top
Highlights Exterior Interior Capacities Engine Chassis Towing Payload Package Selector View All
Build & Price Request a Quote Search Inventory Payment Calculator Local OffersSHOPPING TOOLS 37201
Page 1 of 102015 Ford F-150 | View All Ford F-150 Specifications | Ford.com
11/25/2014http://www.ford.com/trucks/f150/specifications/view-all/
4
Cab style Regular Cab
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase - - 122.4 in. 122.4 in. 141.1 in. 141.1 in.
Overall length - - 209.3 in. 209.3 in. 227.9 in. 227.9 in.
Cab height - - 75.5 in. 76.9 in. 75.1 in. 76.9 in.
Width - Excluding mirrors - - 79.9 in. 79.9 in. 79.9 in. 79.9 in.
Width - Including standard mirrors - - 96.8 in. 96.8 in. 96.8 in. 96.8 in.
Width - Standard mirrors folded - - 83.5 in. 83.5 in. 83.5 in. 83.5 in.
Width - Including trailer tow mirrors - - 105.9 in. 105.9 in. 105.9 in. 105.9 in.
Width - Trailer tow mirrors folded - - 85.5 in. 85.5 in. 85.5 in. 85.5 in.
Track width - Front - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Track width - Rear - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Overhang - Front - - 37.8 in. 37.8 in. 37.8 in. 37.8 in.
Overhang - Rear - - 49.1 in. 49.1 in. 49.1 in. 49.1 in.
Angle of approach - - 24.8 degrees 24.8 degrees 24.1 degrees 25.7 degrees
Angle of departure - - 24.6 degrees 27.1 degrees 24.7 degrees 26.8 degrees
Ramp breakover angle - - 22.1 degrees 24.7 degrees 19.3 degrees 22.1 degrees
Ground clearance - Front - - 8.8 in. 9.4 in. 8.6 in. 9.4 in.
Ground clearance - Rear - - 34.7 in. 36.9 in. 34.8 in. 36.5 in.
Open tailgate to ground - - 121.5 in. 121.5 in. 121.5 in. 121.5 in.
Front bumper to back of cab - - 121.5 in. 121.5 in. 121.5 in. 121.5 in.
Cab style SuperCab
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase - - 145.0 in. 145.0 in. 163.7 in. 163.7 in.
Overall length - - 231.9 in. 231.9 in. 250.5 in. 250.5 in.
Cab height - - 75.5 in. 77.2 in. 75.5 in. 77.0 in.
Width - Excluding mirrors - - 79.9 in. 79.9 in. 79.9 in. 79.9 in.
Width - Including standard mirrors - - 96.8 in. 96.8 in. 96.8 in. 96.8 in.
Width - Standard mirrors folded - - 83.5 in. 83.5 in. 83.5 in. 83.5 in.
Width - Including trailer tow mirrors - - 105.9 in. 105.9 in. 105.9 in. 105.9 in.
Width - Trailer tow mirrors folded - - 85.5 in. 85.5 in. 85.5 in. 85.5 in.
Track width - Front - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Track width - Rear - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Overhang - Front - - 37.8 in. 37.8 in. 37.8 in. 37.8 in.
Overhang - Rear - - 49.1 in. 49.1 in. 49.1 in. 49.1 in.
Angle of approach - - 24.4 degrees 25.8 degrees 24.5 degrees 26.1 degrees
Angle of departure - - 24.0 degrees 26.1 degrees 24.4 degrees 26.0 degrees
Ramp breakover angle - - 18.5 degrees 21.1 degrees 16.8 degrees 19.0 degrees
Ground clearance - Front - - 8.7 in. 9.4 in. 8.7 in. 9.3 in.
Ground clearance - Rear - - 34.1 in. 35.9 in. 34.5 in. 35.7 in.
Open tailgate to ground - - 144.1 in. 144.1 in. 144.1 in. 144.1 in.
Front bumper to back of cab - - 144.1 in. 144.1 in. 144.1 in. 144.1 in.
Cab style SuperCrew
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase 145.0 in. 145.0 in. 156.8.0 in. 156.8 in. - -Build & Price Request a Quote Search Inventory Payment Calculator Local OffersSHOPPING TOOLS 37201
Page 2 of 102015 Ford F-150 | View All Ford F-150 Specifications | Ford.com
11/25/2014http://www.ford.com/trucks/f150/specifications/view-all/
5
PSC 7229 & PSC 8629Palfinger Service Cranes
The service crane solution
The PSC 7229 and PSC 8629 were designed especially for crane body vehicles, allowing for maximum utilization of body
compartment space and rear-bumper access to the bed. PALFINGER service cranes offer superior lift-to-weight ratios,
while utilizing the full 29ft of hydraulic reach with its‘ self centering hexagonal booms. North American manufacturing
and components including SAE hoses using JIC fittings, standard wireless remote control in conjunction with an industry
leading 24-month warranty on all major components guarantee years of worry free usage.
6
Applications shown in the leaflet do not always correspond to the standard specifications. Design and specification are subject to change without prior notice.
www.palfinger-northamerica.com
PSC
02
.10
Technical specifications
Max. lifting moment 79,959 ft.lbsMax. lifting capacity (Double Line) 12,500 lbsMax. hydraulic outreach ‚29‘ 0“Lifting height from base of crane 28‘ 6“Slewing angle 4000
Slewing torque 7,953 ft.lbsMax. operating pressure 3,045 psiCrane weight 2,612 lbs
PSC 7229 Service crane
Technical specifications
Max. lifting moment 94,628 ft.lbsMax. lifting capacity (Double Line) 13,986 lbsMax. hydraulic outreach 29‘ 0“Lifting height from base of crane 28‘ 6“Slewing angle 4000
Slewing torque 9,270 ft.lbsMax. operating pressure 3,045 psiCrane weight 2,714 lbs
PSC 8629 Service crane
PSC 8629PSC 7229
Omaha Standard Palfinger
3501 S. 11th St.
Council Bluffs, IA
51501
Phone: 1-712-328-7444
Toll-Free: 1-800-279-2201
Fax: 1-800-568-7444
www.omahastd.com
Combining North American manufacturing, service and support with European technology
7
JULY 2014 LRFD BRIDGE DESIGN 5-20
5.4 Pretensioned
Concrete
5.4.1 Geometry
Check live load deflections using the effective moment of inertia. The
effective moment of inertia may be approximated as one half of the gross
moment of inertia. The maximum live load deflection is L/800 for vehicular
bridges that do not carry pedestrians and L/1000 for vehicular bridges that
carry pedestrians.
Consider the concrete wearing course to be functioning compositely with
the slab for live load deflection. Assume the riding surface has lost 1/2 inch of thickness due to wear.
Use a live load distribution factor equal to the number of lanes times the
multiple presence factor and divide by the width of the slab for the
deflection check.
The details of pretensioned concrete beams are presented on standard
Bridge Details Part II sheets incorporated into a set of plans. Prepare a
separate sheet for each type of beam in the project. Beams are identical
if they have the same cross-section, strand layout, concrete strengths,
and a similar length. To simplify fabrication and construction, try to
minimize the number of beam types incorporated into a project. Design
exterior beams with a strength equal to or greater than the interior
beams.
Provide a minimum stool along centerline of beam that is based on
11/2 inches of minimum stool at edge of flange. For dead load
computations assume an average stool height equal to the minimum
stool height plus 1 inch. Deck cross slopes, horizontal curves, and
vertical curves all impact the stool height.
There are several Bridge Office practices regarding the type and location
of diaphragms or cross frames for prestressed beam bridges:
1) Design prestressed I-beam bridges without continuity over the piers,
except in the following situations:
a) Bridge is over water with pile bent piers supported by unstable
soils such as fat clay.
b) Bridge is over water with pile bent piers at risk for large ice or
debris loading and pier does not have an encasement wall.
2) Intermediate diaphragms are not required for 14RB, 18RB, 22RB, and
27M beams. For all other beam sizes, the following applies.
Intermediate diaphragms are not required for single spans of 45'-0"
or less. Provide one diaphragm per every 45 feet of span length,
spaced evenly along the span as stated in Table 5.4.1.1.
8
JULY 2014 LRFD BRIDGE DESIGN 5-21
Table 5.4.1.1
Span length (ft) Base number of intermediate
diaphragms
Less than 45’-0” 0
45’-0” to 90’-0” 1 located at midspan
90’-0” to 135’-0” 2 located at the third points
135’-0” to 180’-0” 3 located at the quarter points
Greater than 180’-0”
4 plus an additional diaphragm for
each additional 45 ft of span length
greater than 180’-0”
For spans over traffic, place additional diaphragms in the fascia bay
approached by traffic to provide bracing against impact from over-
height traffic loads. For two-lane roadways, place one diaphragm
approximately over each shoulder. For additional lanes, space
additional diaphragms at intervals of about 25'-0" over the roadway.
3) Figure 5.4.1.1 illustrates the typical layout of intermediate
diaphragms at piers for bridges without continuity over the piers.
Locate the centerline of bearing 71/2 inches from the end of the beam for
RB, M, and MN shapes. Locate the centerline of bearing 81/2 inches from
the end of the beam for MW shapes. For MW shapes, this dimension can
be adjusted if used with higher movement bearings, as opposed to the
typical curved plate elastomeric bearings shown in Section 14 of this
manual. However, if the 81/2 inch dimension is exceeded, a special design
for the bearing, sole plate, and beam end region must be completed.
At piers of two span bridges, provide 2 inches of clearance between the
ends of RB, M, and MN beams. Provide 3 inches clearance for structures
with three or more spans. Provide 4 inches of clearance between the
ends of MW beams regardless of the number of spans. Note that the
fabrication length tolerance for pretensioned I-beams is 1/8" per 10 feet
of length. It may be necessary to cope beam flanges at piers for bridges
with tight horizontal curves or at skewed abutments.
For bridges on significant grades %3 the sloped length of the beam
will be significantly longer than the horizontal length between
substructure units. If the sloped length is 1/2 inch or more than the
horizontal length, identify the sloped length dimension on the beam detail
plan sheets.
9
JULY 2014 LRFD BRIDGE DESIGN 5-29.2
Figure 5.4.6.2
40@
5.7
36@
4.6
34@
4.5
34@
5.2
32@
4.4
34@
4.9
34@
5.6
32@
5.4
32@
5.8
30@
5.2
30@
6.7
30@
6.7
30@
6.7
30@
6.7
30@
6.7
26@
5.7
26@
5.7
26@
5.7
26@
5.7
26@
5.7
20@
4.4
20@
4.4
20@
4.4
20@
4.4
20@
4.4
50@
5.4
50@
5.4
48@
5.3
46@
5.0
44@
4.8
54@
5.6
54@
5.6
52@
5.2
50@
4.9
48@
4.7
54@
5.3
54@
5.3
54@
5.3
54@
5.3
54@
6.1
20406080100
120
140
160
180
45
67
89
1011
1213
14
SPAN LENGTH [FEET]
BE
AM
SP
AC
ING
[F
EE
T]
PR
ES
TR
ES
SE
D C
ON
CR
ET
E B
EA
M C
HA
RT
FO
R R
B,
M, &
MN
SE
RIE
S(C
hart
is f
or
pre
lim
inary
us
e o
nly
. S
ee F
igu
re 5
.4.6
.1 f
or
de
sig
n a
ssu
mp
tio
ns
.)
DE
SIG
NC
RIT
ER
IA
HL-
93 L
OA
DIN
G
f'c=
9ksi
f'
ci=7
.5ks
i
0.6"
fS
TRA
ND
S
NU
MB
ER
S A
DJA
CE
NT
TO L
IMIT
CU
RV
ES
RE
PR
ES
EN
T A
N A
PP
RO
XIM
ATE
D
ES
IGN
NU
MB
ER
OF
STR
AN
DS
AN
D C
EN
TER
OF
GR
AV
ITY
AT
MID
SP
AN
.
VE
RIF
Y
SH
IPP
ING
MN
63
MN
54
MN
45
36M
27M
22R
B
14R
B
18R
B
10
JULY 2014 LRFD BRIDGE DESIGN 5-29.1
Beam Properties
BEAM h SHAPE AREA W I BS cA
(in) (in 2 ) (lb/ft) (in) (in 4 ) (in 3 ) (in 2 )
14RB 14 Rect. 364 392 7.00 5,945 849 312
18RB 18 Rect. 468 504 9.00 12,640 1,404 364
22RB 22 Rect. 572 616 11.00 23,070 2,097 416
27M 27 I-Beam 516 555 13.59 43,080 3,170 296
36M 36 I-Beam 570 614 17.96 93,530 5,208 323
MN45 45 I-Beam 690 743 20.58 178,780 8,687 427
MN54 54 I-Beam 749 806 24.63 285,230 11,580 457
MN63 63 I-Beam 807 869 28.74 421,750 14,670 486
Based on 155 pounds per cubic foot.
Based on a 9" slab with 1/2" of wear and 11/2" stool. See LRFD 5.8.3.4.2 for Ac definition.
DESIGN ASSUMPTIONS FOR PRESTRESSED CONCRETE BEAM CHART: 2012 AASHTO LRFD Bridge Design Specifications, 6th Edition. HL-93 Live Load Beam Concrete: ksi0.9fc ksi5.7fci 155.0wbm kips/ft3
ksi1000f1265E cc
Deck Concrete: ksi0.4fc ksi3644Ec
wc = 0.145 kcf for Ec computation
wc = 0.150 kcf for dead load computation
0.6" diameter low relaxation strands, ksi500,28Es
ksi270fpu with initial pull of puf75.0
Simple supports with six beams and deck without wearing course. Deck carries two F-Rails with no sidewalk or median, skew = 0 degrees. Effective deck thickness is total deck thickness minus 1/2" of wear. 11/2" stool height used for composite beam section properties. 21/2" average stool height used for dead load calculations. Rail dead load applied equally to all beams. Dead load includes 0.020 ksf future wearing course. Approximate long term losses are used per LRFD 5.9.5.3. Service Concrete Tensile Stress Limits:
After Initial Losses: ksi2.0f094.0 ci
After All Losses: cf19.0
Figure 5.4.6.1
Precast Prestressed Concrete Beam Data (RB, M, MN)
11
MARCH 2010 LRFD BRIDGE DESIGN 9-9
REINFORCEMENT FOR DECK ON PRESTRESSED CONCRETE BEAMS (Negative Moment @ 10 inches from CL I-Beam & 8.7 inches from CL Rectangular Beam)
Maximum
Beam
Spacing 1
Transverse Reinforcement Deck
Thickness 2
Longitudinal
Reinforcement
Bottom 3
Longitudinal
Reinforcement
Top 3
Bottom Top
w/ Wearing
Course
w/o Wearing
Course
Deck on
I-Beam
Deck on
Rect. Beam
5'-0" 13 @ 5" 13 @ 6.5" 13 @ 10" 13 @ 9.5" 9'' 13 @ 7" 13 @ 1'-6"
5'-6" 13 @ 5" 13 @ 6" 13 @ 9" 13 @ 8.5" 9'' 13 @ 7" 13 @ 1'-6"
6'-0" 16 @ 7" 13 @ 6" 13 @ 8.5" 13 @ 7.5" 9'' 16 @ 10" 13 @ 1'-6"
6'-6" 16 @ 7" 13 @ 6" 13 @ 7.5" 13 @ 7" 9'' 16 @ 10" 13 @ 1'-6"
7'-0" 16 @ 7" 13 @ 6" 13 @ 6.5" 13 @ 6" 9'' 16 @ 10" 13 @ 1'-6"
7'-6" 16 @ 7" 13 @ 6" 13 @ 6" 13 @ 5.5" 9'' 16 @ 10" 13 @ 1'-6"
8'-0" 16 @ 7" 13 @ 6" 13 @ 5.5" 13 @ 5" 9'' 16 @ 10" 13 @ 1'-6"
8'-6" 16 @ 7" 13 @ 6" 13 @ 5" 13 @ 5" 9'' 16 @ 10" 13 @ 1'-6"
9'-0" 16 @ 7" 13 @ 6" 13 @ 5" 16 @ 7" 9'' 16 @ 10" 13 @ 1'-6"
9'-6" 16 @ 6.5" 13 @ 5.5" 16 @ 7" 16 @ 7" 9'' 16 @ 9" 13 @ 1'-6"
10'-0" 16 @ 6" 13 @ 5" 16 @ 7" 16 @ 6.5" 9'' 16 @ 8" 13 @ 1'-6"
10'-6" 16 @ 6" 13 @ 5" 16 @ 6.5" 16 @ 6" 9'' 16 @ 8" 13 @ 1'-6"
11'-0" 16 @ 5.5" 16 @ 7.5" 16 @ 6" 16 @ 6" 9'' 16 @ 8" 13 @ 1'-6"
11'-6" 16 @ 5.5" 16 @ 7" 16 @ 5.5" 16 @ 5.5" 9'' 16 @ 8" 13 @ 1'-6"
12'-0" 19 @ 7" 16 @ 6.5" 16 @ 5.5" 16 @ 5" 9'' 16 @ 7" 13 @ 1'-6"
12'-6" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9'' 16 @ 7" 13 @ 1'-6"
13'-0" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9 1/2'' 16 @ 7" 13 @ 1'-6"
13'-6" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9 3/4'' 16 @ 7" 13 @ 1'-6"
14'-0" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10'' 16 @ 7" 13 @ 1'-6"
14'-6" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10 1/4'' 16 @ 7" 13 @ 1'-6"
15'-0" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10 1/2'' 16 @ 7" 13 @ 1'-6" 1 For skews ≤ 20o, beam spacing is measured along the skew. For skews > 20o, beam spacing is measured normal to roadway centerline. 2 Deck thickness includes wearing course. 3 Reinforcement shown is for bridges where beams are not continuous at piers. Note that additional reinforcement may be
required when beams are continuous at piers. See Figure 9.2.1.6 for additional top reinforcement required at piers when only deck is continuous.
Design Assumptions: − Live load moments are from LRFD Table A4.1-1. − The 2" wearing course is sacrificial and is not used in determining a structural depth d for bottom steel. − The control of cracking by distribution of flexural reinforcement requirements have been met using a clear cover of 1"
for bottom steel and limiting clear cover for calculations of dc to 2" for top steel with a γe=0.75. − The LRFD code (under empirical design) states the ratio of the effective beam spacing to slab thickness should be less
than 18 (Ontario uses 15); this slab thickness increase fits these requirements and is similar to what we have used successfully in the past.
− A future wearing course of 20 psf with a load factor of 1.25 has been used. − Concrete strength of 4 ksi; reinforcing steel strength of 60 ksi.
Table 9.2.1.1
12
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Load Input Calculations For CONSPAN Software:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle BridgeSpans 1 & 3 (Outside spans)
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output
N 3 Number of beams
bflange 2ft 6in Width of top beam flange
se_upstream 2ft 3in Slab projection from centerline of the upstream exterior beam
se_downstream 2ft 3in Slab projection from centerline of the downstream exterior beam
L1 56ft 11.5 in Span length
dsw1 0ft 0in Total width of Sidewalk No. 1
dsw2 0ft 0in Total width of Sidewalk No. 2
lsw1 0 ft Width of Sidewalk No. 1 from interior edge to barrier (walking width)
lsw2 0ft Width of Sidewalk No. 2 from interior edge to barrier (walking width)
h10in 0in
2 h1 0.000 in Average height of sidewalk no. 1
h20in 0in
2 h2 0.00 in Average height of sidewalk no. 2
dmed 0ft 0in Width of Median
hmed 0in Height of Median
W 22ft 0 in Total width of bridge
Total clear width of bridge used to determine the future wearing course load. Total width(22'-0") - (2) Kansas Corral concrete barrier (1'-0") - = 20' - 0" clear bridge deck widthWclear 20.00 ft
1/27/2016 FMM DIS Load Input Calcs For CONSPAN spans 1 & 3.xmcd\\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design
\Vehicle Service Bridge design\
13
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Railing Dead Load:
worail 0lb
ft Total ornamental railing weight per linear foot
Norail 0 Total number of ornamental railings on bridge
Concrete Parapet/Barrier Dead Load:
Barrier_beam 59 ft 2.5 in 2 ft 5 in 1 ft in 0.15kip
ft3
Barrier_beam 23.25 kip Weight of concrete barrier horizontal beam
Barrier_post 1 ft 1 in 0 ft 10 in 3 ft 0 in 0.15kip
ft3
6
Barrier_post 2.44 kip
wparBarrier_beam Barrier_post
L1
wpar 0.45kip
ft Total concrete barrier weight per foot
Npar 2 Total number of concrete barriers on bridge
Dead Load on Non-Composite:
Non-Composite Diaphragms:
Intermediate diaphragms are not needed.
Non-Composite Stool:
Stoolend 1.50 in 3.00" is the assumed stool height at the ends of the beams, accounting for the 2% roadway cross slope,minus 1.50" of stool height already accounted for in the CONSPAN model.
wstoolncint Stoolend bflange 150lb
ft3
Weight of 1.50" not used in Composite Section at the end of the beam.
wstoolncint 46.88lb
ft Enter in CONSPAN for all girders under Precast DC, Trapezoidal Load.
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\Vehicle Service Bridge design\
14
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Stoolmid 1.00 in 2.50" is the assumed total stool height at the midspan of the beams. Subtract 1.50" ofstool height already accounted for in the CONSPAN model to get stool_mid
wstoolncintm Stoolmid bflange 150lb
ft3
Weight of 0.50" not used in Composite Section at the midspan of the beam.
wstoolncintm 31.25lb
ft Enter in CONSPAN for all girders under Precast DC, Trapezoidal Load.
Weight of additional deck concrete inoverhang at end, considered with 3.00"stool height for end of beam design.
wohe_upstream1
2se_upstream
1
2bflange
1 in Stoolend 1.5 in 150
lb
ft3
wohe_upstream 25.00lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concrete inoverhang at midspan, considered with2.50" stool height for midspan of beamdesign.
wohm_upstream1
2se_upstream
1
2bflange
1 in Stoolmid 1.5 in 150
lb
ft3
wohm_upstream 21.87lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concretein overhang at end, considered with3.00" stool height for end of beamdesign.
wohe_downstream1
2se_downstream
1
2bflange
1 in Stoolend 1.5 in 150
lb
ft3
wohe_downstream 25.00lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concretein overhang at midspan, consideredwith 2.50" stool height for midspanof beam design.
wohm_downstream1
2se_downstream
1
2bflange
1 in Stoolmid 1.5 in 150
lb
ft3
wohm_downstream 21.87lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
1/27/2016 FMM DIS Load Input Calcs For CONSPAN spans 1 & 3.xmcd\\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design
\Vehicle Service Bridge design\
15
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Barriers:
woraili Norail worail woraili 0.00 Total dead load from ornamental railings on bridge
wpari Npar wpar wpari 0.90kip
ft Total dead load from parapets/barriers on bridge
wdli woraili wpari Total dead load from barriers
wdli 0.90kip
ft Enter in CONSPAN for the entire bridge (Select "Composite"
for Beam #) under Composite DC, Line Load
Median:
Total dead load from median distributed to beams evenlywmed 150lb
ft3dmed hmed
wmed 0.00 Enter in CONSPAN for the entire bridge (Select "Composite"for Beam #) under Composite DC, Line Load
Future Wearing Surface:
wfws 0lb
ft2 Wclear Dead load from future wearing surface
wfws 0.00lb
ft Enter in CONSPAN for the entire bridge (Select "Composite" for Beam #) under Composite DW, Line
Load
Sidewalk Dead Loading: (MnDOT 4.2.1)
Sidewalk Dead Load Case 1:
wsw1 150lb
ft3dsw1 h1 wsw1 0
wsw2 150lb
ft3dsw2 h2 wsw2 0
Dead load of sidewalk to be distributed to the underlyingbeams by simple distribution. Enter in CONSPAN for the entire bridge(Select "Composite" for Beam #) under Composite DC, Line Load. Seebelow for distribution calculation.
wsw_c1 wsw1 wsw2 wsw_c1 0
1/27/2016 FMM DIS Load Input Calcs For CONSPAN spans 1 & 3.xmcd\\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design
\Vehicle Service Bridge design\
16
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Total Composite Dead Load (Excluding Sidewalk):
wcdl wdli wmed wcdl_bmwcdl
N
Total Composite Dead Load over entire bridge(not including sidewalk or fws load)wcdl 0.90
kip
ft
Total Composite Dead Load distributed to eachbeam (not including sidewalk or fws load)wcdl_bm 0.30
kip
ft
Sidewalk Dead Load Case 2:
Enter total sidewalk load, as shown above, into CONSPAN as 'Composite' under 'Beam #' and 'Composite DC'under components with the load type as a 'Line Load'
Sidewalk Live Loading: (AASHTO 3.6.1.6 & MnDOT 4.2.3)
Sidewalk Live Loading Case 1:
wll1 75lb
ft2lsw1 wll1 0.00
wll2 75lb
ft2lsw2 wll2 0.00
Pedestrian live load on sidewalk to be distributed to the underlying beams by simple distribution. See below fordistribution calculation.
wll wll1 wll2 wll 0
Sidewalk Live Loading Case 2:
Place vehicular live load on the bridge with no pedestrian live load or sidewalk load.
1/27/2016 FMM DIS Load Input Calcs For CONSPAN spans 1 & 3.xmcd\\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design
\Vehicle Service Bridge design\
17
PROJECT DATA
Project: Fargo Moorhead Municipal Diversion Inlet StructureDesigner: DAPDate: Jan/14/2015Checked By:Date Checked:User job number:State: North Dakota, State Job #:State Specification: None Design Code: AASHTO LRFD - [6th Edition, 2012]Units: USSpan Type: Simple SpanFlared Girder: NoComments: Vehicle service bridge on the diversion inlet control structre
3 spans (2 outside spans 56.96 feet and middle span 57.50 feet)20 foot clear bridge deck width with concrete barriers9" reinforced cast in place deckEpoxy coated reinforcementSimple span with concrete deckBeam design is for 56.96 span beams ONLYDiaphragms at the supports only
File Name: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\FMM DIS vehicle service bridge spans 1 & 3.csl
Sheet # 1
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.18
GEOMETRY DATABRIDGE LAYOUT
SPAN DATA
BEAM DATA
Overall Width (ft) 22.000Left curb (ft) 1.000Right curb (ft) 1.000Curb-to-curb width (ft) 20.000Number of spans 1Number of lanes 1 Lane width (ft) 12.000Eff Deck thick (in) 8.500Sacrificial thick (in) 0.500Haunch thickness (in) 1.500Haunch width (in) 30.000Bridge c/s,MI(Ixx) (in4) 449790.97
Precast length, ft = 58.210Bearing-to-bearing, ft = 56.960Release span, ft = 58.210
BR01 - Bridge elevation
1 MnDOT 27M 2.250 516.0 43075.2 27.00 13.59 30.00 6.6252 MnDOT 27M 8.750 516.0 43075.2 27.00 13.59 30.00 8.7503 MnDOT 27M 8.750 516.0 43075.2 27.00 13.59 30.00 6.625
No ID Loc-prevft
Areain2
MI(Ixx)in4
Heightin
Ybin
B-topgin
B-tribft
Sheet # 2
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.19
As defined in Material Tab. For beam level properties look at Beam Specific output.
CONCRETE PROPERTIES
STRAND AND REBAR PROPERTIES
PRESTRESSED STEEL:6/10-270K-LL, Low relaxation strands
Depressed at 0.40LStrand Diameter = 0.600 inTensile Strength(fpu) = 270.0 ksi
Use transformed strand and rebar: No
REINFORCING STEEL:Tension/Shear steel: fy = 60.0 ksi Es = 29000 ksi
BR01 - Bridge cross section
MATERIAL DATA - Project Level
f'c (ksi) 7.500 7.500 4.000Wc (pcf) 155.000 155.000 150.000Ec (ksi) 4464.300 4464.300 3644.150K1 1.000 1.000 1.000Thermal coeff.(1/°F) 0.00000600
PrecastRelease
PrecastFinal C.I.P
Sheet # 3
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.20
LOADS DATA
Loads generated using Permanent Load Wizard: NODEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
DIAPHRAGM LOADS - NONE
DEAD LOADS ON COMPOSITEUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf, Area: ksf, Width: ft)
TEMPERATURE LOADS - NONE
LIVE LOADSLive load deflection: not included.
Pedestrian Load - NONE
1 1 DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middle1 1 DC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to end1 1 DC Trapez 0.025 0.000 0.022 28.480 US ext beam overhang end to mi1 1 DC Trapez 0.022 28.480 0.025 56.960 US ext beam overhang mid to en1 1 DC Line 0.041 0.000 0.041 56.960 Sacrificial Wearing Surface1 2 DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middle1 2 DC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to end1 2 DC Line 0.055 0.000 0.055 56.960 Sacrificial Wearing Surface1 3 DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middle1 3 DC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to end1 3 DC Trapez 0.025 0.000 0.022 28.480 DS ext beam overhang end to mi1 3 DC Trapez 0.022 28.480 0.025 56.960 DS ext beam overhang mid to en1 3 DC Line 0.041 0.000 0.041 56.960 Sacrificial Wearing Surface
Span Beam DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
1 DC Line 0.900 0.000 0.900 56.960 Barrier line loadSpan DC/DW Type Mag.1 Loc.1/Width Mag.2 Loc.2 Description
Design Lane Design LaneDesign Tandem Design TandemDesign Truck Design Truck
ID Type
Sheet # 4
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.21
LIVE LOADS USEDLIVE LOAD LIBRARY: default.cs3
RATING LOADS - NONE
1 ID: Design LaneDescription: Design Lane as in AASHTO-LRFDType: Design Lane
Lane Load: Intensity = 0.64 klf, Width = 10.00 ft
2 ID: Design TandemDescription: Design Tandem as in AASHTO-LRFDType: Design Tandem
First Axle Magnitude = 25.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 25.00 4.00 4.00 0.00# Magnitude,
kMax Spacing,
ftMin Spacing,
ftIncrement,
ft
3 ID: Design TruckDescription: Design Truck as in AASHTO-LRFDType: Design Truck
First Axle Magnitude = 8.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 32.00 14.00 14.00 0.002 32.00 30.00 14.00 2.00
# Magnitude,k
Max Spacing,ft
Min Spacing,ft
Increment,ft
4 ID: Fatigue TruckDescription: Fatigue Truck as in AASHTO-LRFDType: Fatigue Truck
First Axle Magnitude = 8.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 32.00 14.00 14.00 0.002 32.00 30.00 30.00 0.00
# Magnitude,k
Max Spacing,ft
Min Spacing,ft
Increment,ft
Sheet # 5
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.22
ANALYSIS DATAANALYSIS PARAMETERS DATA
DISTRIBUTION FACTORS (Art. 4.6.2.2):
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
Truck impact: 1.330Lane impact: 1.000Strength II impact: 1.330Fatigue impact: 1.150
Include sacrificial deck thick in ts: NOIs Span Post-tensioned: NOInclude Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NOADTT (Average Daily Truck Traffic) : 100Percent of the specified force effect : 0.90Apply reduction of Moment for skew: NO
Service I: 1.00 1.00 - 1.00 -Service III: 0.80 1.00 - 1.00 -Strength I: 1.75 1.25 0.90 1.50 0.65Fatigue I: 1.50 - - - -
Live DC(max) DC(min) DW(max) DW(min)
Ductility Factor: 1.00Redundancy Factor: 1.00Importance Factor: 1.00
Sheet # 6
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.23
PROJECT DESIGN PARAMETERSMULTIPLIERS:
Camber & Deflection Multiplier (PCI ref.)
MOMENT AND SHEAR PROVISIONS:
STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Trans len mult: Bonded 1.00Debonded 1.00
Dev len mult: Bonded 1.60Debonded 2.00
Prestress: 1.50 2.20Self. Wt: 1.50 2.40Deck + Haunch: 2.30Diaphragm: 3.00DL-Prec.: 3.00DL-Comp.: 3.00
Erection Final
Ultimate Moment Capacity, Mr-prvd computed: Strain Compatibility method.Ultimate Concrete Strain: 0.0030Horizontal Shear, Beam and Slab effects in Vu: INCLUDED
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Sheet # 7
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.24
RESISTANCE FACTORS (Art. 5.5.4.2):
PRESTRESS LOSSES:
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Time Dependent Losses, Approximate Method (Art.5.9.5.3)Days to release = 0.75
Rel. Humid.(RH) = 73.0 %
Sheet # 8
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.25
BEAM REINFORCEMENTBEAM SPECIFIC MATERIAL PROPERTIES:
Span:1, Beam:1
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
REINFORCING STEEL:
Stirrups:
Span:1, Beam:2
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
Span:1, Beam:1 6/10-270K-LL 7.50 7.50 4.00Span:1, Beam:2 6/10-270K-LL 7.50 7.50 4.00Span:1, Beam:3 6/10-270K-LL 7.50 7.50 4.00
Span#, Beam# Tendon-ID Girder-f'ciksi
Girder-f'cksi
Deck-f'cksi
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Sheet # 9
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.26
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
REINFORCING STEEL:
Stirrups:
Span:1, Beam:3
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Sheet # 10
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.27
REINFORCING STEEL:
Stirrups:
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Sheet # 11
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.28
PROPERTIESSpan:1, Beam:1PRECAST DATA:
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 12
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.29
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 1 cross section
Sheet # 13
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.30
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 2.25/ 8.75 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior ExteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 79.500 in (Art. 4.6.2.6.1)
DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middleDC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to endDC Trapez 0.025 0.000 0.022 28.480 US ext beam overhang end to miDC Trapez 0.022 28.480 0.025 56.960 US ext beam overhang mid to enDC Line 0.041 0.000 0.041 56.960 Sacrificial Wearing Surface
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.210 ftRelease length 58.210 ftDesign length 56.960 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.638 (Calculated)Live Moment (1 lane loaded) 0.617 (Calculated) (#)Live Shear (2+ lanes loaded) 0.617 (Calculated) (#)Live Shear (1 lane loaded) 0.617 (Calculated) (#)
Sheet # 14
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.31
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:1STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1104.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 144920 in4 #Ht. of c.g. 13.59 in 23.63 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1306.2 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Sheet # 15
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.32
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:1PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.262 ftDev. Len, debonded 14.078 ftHolddown Force 12.549 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.242 in
Sheet # 16
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.33
Span:1, Beam:1ESTIMATED QUANTITIES
BR01 - Strand Pattern, Span 1, Beam 1
Sheet # 17
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.34
Span:1, Beam:1REINFORCING STEEL:
Stirrups:
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 177.7 ksi < 0.80 fpy, OK Span:1, Beam:2PRECAST DATA:
1164.677 740 861.861 7.725 32330.871 316.179 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.86 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.954 ksi)
due to Precast Loads -6.50 ksi 0.63 ksidue to Composite Loads -1.33 ksi 0.13 ksidue to Live Loads -6.73 ksi 0.81 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.86 ksi ( 9.31 %) 5.96 ksi ( 2.94 %)Total Prestress Losses 24.82 ksi (12.26 %)
Initial Final
Sheet # 18
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.35
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 19
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.36
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 2 cross section
Sheet # 20
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.37
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 8.75/ 8.75 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior InteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 105.000 in (Art. 4.6.2.6.1)
DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middleDC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to endDC Line 0.055 0.000 0.055 56.960 Sacrificial Wearing Surface
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.210 ftRelease length 58.210 ftDesign length 56.960 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.704 (Calculated)Live Moment (1 lane loaded) 0.513 (Calculated)Live Shear (2+ lanes loaded) 0.836 (Calculated) (#)Live Shear (1 lane loaded) 0.710 (Calculated) (#)
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Sheet # 21
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.38
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:2STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
STRESS LIMITS AT FINAL 2 (P/S + DL):
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1281.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 158666 in4 #Ht. of c.g. 13.59 in 24.89 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1532.0 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Sheet # 22
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.39
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:2PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Span:1, Beam:2ESTIMATED QUANTITIES
Span:1, Beam:2REINFORCING STEEL:
Stirrups:
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.448 ftDev. Len, debonded 14.310 ftHolddown Force 12.549 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.242 in
1164.677 740 861.861 7.725 32330.871 316.179 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
Sheet # 23
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.40
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 178.0 ksi < 0.80 fpy, OK Span:1, Beam:3PRECAST DATA:
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.86 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.954 ksi)
due to Precast Loads -8.16 ksi 0.78 ksidue to Composite Loads -1.29 ksi 0.12 ksidue to Live Loads -5.43 ksi 0.65 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.86 ksi ( 9.31 %) 5.64 ksi ( 2.79 %)Total Prestress Losses 24.50 ksi (12.10 %)
Initial Final
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 24
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.41
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 3 cross section
Sheet # 25
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.42
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 8.75/ 2.25 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior ExteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 79.500 in (Art. 4.6.2.6.1)
DC Trapez 0.047 0.000 0.031 28.480 Stool concrete end to middleDC Trapez 0.031 28.480 0.047 56.960 Stool concrete middle to endDC Trapez 0.025 0.000 0.022 28.480 DS ext beam overhang end to miDC Trapez 0.022 28.480 0.025 56.960 DS ext beam overhang mid to enDC Line 0.041 0.000 0.041 56.960 Sacrificial Wearing Surface
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.210 ftRelease length 58.210 ftDesign length 56.960 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.638 (Calculated)Live Moment (1 lane loaded) 0.617 (Calculated) (#)Live Shear (2+ lanes loaded) 0.617 (Calculated) (#)Live Shear (1 lane loaded) 0.617 (Calculated) (#)
Sheet # 26
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.43
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:3STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1104.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 144920 in4 #Ht. of c.g. 13.59 in 23.63 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1306.2 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Sheet # 27
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.44
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:3PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.28 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.262 ftDev. Len, debonded 14.078 ftHolddown Force 12.549 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.242 in
Sheet # 28
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.45
Span:1, Beam:3ESTIMATED QUANTITIES
BR01 - Strand Pattern, Span 1, Beam 3
Sheet # 29
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.46
Span:1, Beam:3REINFORCING STEEL:
Stirrups:
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 177.7 ksi < 0.80 fpy, OK
1164.677 740 861.861 7.725 32330.871 316.179 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 7.7500 Yes2 US#4[M13] 60.0 0.40 16.00 7.7500 27.7500 Yes2 US#4[M13] 60.0 0.40 10.79 27.7500 29.5400 Yes2 US#4[M13] 60.0 0.40 16.00 29.5400 49.5400 Yes2 US#4[M13] 60.0 0.40 6.00 49.5400 55.0400 Yes2 US#5[M16] 60.0 0.62 2.50 55.0400 57.1234 Yes2 US#5[M16] 60.0 0.62 1.99 57.1234 57.2900 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.86 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.954 ksi)
due to Precast Loads -6.50 ksi 0.63 ksidue to Composite Loads -1.33 ksi 0.13 ksidue to Live Loads -6.73 ksi 0.81 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.86 ksi ( 9.31 %) 5.96 ksi ( 2.94 %)Total Prestress Losses 24.82 ksi (12.26 %)
Initial Final
Sheet # 30
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.47
SHEAR/MOMENT ENVELOPE (&REACTIONS)
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE IShears: kips, Moments: kft
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M 0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 135.7 89.7 279.2 514.1 666.9 756.1 771.9
V 60.7 57.0 58.3 52.7 44.5 36.3 26.3 18.1LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.7 57.0 58.3 52.7 44.8 37.2 29.8 22.7
M -0.0 137.9 91.5 279.2 493.5 626.3 675.8 645.9Total : M+ 0.0 246.5 162.7 509.0 946.5 1243.8 1419.6 1464.2
V 109.4 101.6 104.4 92.5 74.3 56.1 36.3 18.1Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 109.4 101.6 104.4 92.5 74.6 57.0 39.7 22.7
M 0.0 248.7 164.5 509.0 925.9 1203.2 1339.2 1338.1
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 -0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 756.1 666.9 514.1 279.2 89.7 135.7 0.0
V 26.3 36.3 44.5 52.7 58.3 57.0 60.7LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 29.8 37.2 44.8 52.7 58.3 57.0 60.7
M 675.8 626.3 493.5 279.2 91.5 137.9 -0.0Total : M+ 1419.6 1243.8 946.5 509.0 162.7 246.5 0.0
V 36.3 56.1 74.3 92.5 104.4 101.6 109.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 39.7 57.0 74.6 92.5 104.4 101.6 109.4
M 1339.2 1203.2 925.9 509.0 164.5 248.7 -0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 31
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.48
REACTIONS (kips), SERVICE I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 15.8 15.8Deck+Haunch 21.4 21.4Diaphragm 0.0 0.0DL-Prec.(DC) 3.0 3.0DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.6 25.6DL-Comp.(DW) 0.0 0.0Live 78.4 78.4Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 1, SERVICE I
Sheet # 32
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.49
BR01 - Precast Shear, Span 1, Beam 1, SERVICE I
Sheet # 33
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.50
BR01 - Composite Moment, Span 1, Beam 1, SERVICE I
Sheet # 34
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.51
BR01 - Composite Shear, Span 1, Beam 1, SERVICE I
Sheet # 35
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.52
BR01 - Live Moment, Span 1, Beam 1, SERVICE I
Sheet # 36
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.53
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, SERVICE I
Sheet # 37
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.54
REACTIONS (kips), SERVICE I
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M 0.0 6.1 4.0 12.5 23.4 31.0 35.5 37.0DC(Max) V 2.7 2.4 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.3 41.7 131.3 247.1 329.9 379.5 396.1Haunch (Max) V 27.8 25.5 26.3 22.7 17.1 11.4 5.7 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 112.8 74.5 232.1 427.4 554.4 628.5 641.7
V 69.8 65.6 67.0 60.6 51.2 41.7 30.3 20.9LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 69.8 65.6 67.0 60.6 51.5 42.8 34.3 26.1
M -0.0 114.6 76.0 232.1 410.2 520.6 561.8 536.9Total : M+ 0.0 237.6 156.8 491.0 914.4 1204.2 1376.0 1421.6
V 124.6 115.8 118.9 105.4 84.7 64.1 41.5 20.9Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 124.6 115.8 118.9 105.4 85.1 65.1 45.5 26.1
M 0.0 239.4 158.3 491.0 897.2 1170.5 1309.2 1316.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 35.5 31.0 23.4 12.5 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.4 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 379.5 329.9 247.1 131.3 41.7 63.3 0.0Haunch (Max) V 5.7 11.4 17.1 22.7 26.3 25.5 27.8Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 628.5 554.4 427.4 232.1 74.5 112.8 0.0
V 30.3 41.7 51.2 60.6 67.0 65.6 69.8LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 34.3 42.8 51.5 60.6 67.0 65.6 69.8
M 561.8 520.6 410.2 232.1 76.0 114.6 -0.0Total : M+ 1376.0 1204.2 914.4 491.0 156.8 237.6 0.0
V 41.5 64.1 84.7 105.4 118.9 115.8 124.6Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 45.5 65.1 85.1 105.4 118.9 115.8 124.6
M 1309.2 1170.5 897.2 491.0 158.3 239.4 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 38
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.55
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 15.8 15.8Deck+Haunch 27.8 27.8Diaphragm 0.0 0.0DL-Prec.(DC) 2.7 2.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.6 25.6DL-Comp.(DW) 0.0 0.0Live 78.4 78.4Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 2, SERVICE I
Sheet # 39
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.56
BR01 - Precast Shear, Span 1, Beam 2, SERVICE I
Sheet # 40
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.57
BR01 - Composite Moment, Span 1, Beam 2, SERVICE I
Sheet # 41
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.58
BR01 - Composite Shear, Span 1, Beam 2, SERVICE I
Sheet # 42
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.59
BR01 - Live Moment, Span 1, Beam 2, SERVICE I
Sheet # 43
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.60
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, SERVICE I
Sheet # 44
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.61
REACTIONS (kips), SERVICE I
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M -0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 135.7 89.7 279.2 514.1 666.9 756.1 771.9
V 60.7 57.0 58.3 52.7 44.5 36.3 26.3 18.1LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.7 57.0 58.3 52.7 44.8 37.2 29.8 22.7
M -0.0 137.9 91.5 279.2 493.5 626.3 675.8 645.9Total : M+ 0.0 246.5 162.7 509.0 946.5 1243.8 1419.6 1464.2
V 109.4 101.6 104.4 92.5 74.3 56.1 36.3 18.1Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 109.4 101.6 104.4 92.5 74.6 57.0 39.7 22.7
M 0.0 248.7 164.5 509.0 925.9 1203.2 1339.3 1338.2
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 756.1 666.9 514.1 279.2 89.7 135.7 0.0
V 26.3 36.3 44.5 52.7 58.3 57.0 60.7LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 29.8 37.2 44.8 52.7 58.3 57.0 60.7
M 675.8 626.3 493.5 279.2 91.5 137.9 -0.0Total : M+ 1419.6 1243.8 946.5 509.0 162.7 246.5 0.0
V 36.3 56.1 74.3 92.5 104.4 101.6 109.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 39.7 57.0 74.6 92.5 104.4 101.6 109.4
M 1339.3 1203.2 925.9 509.0 164.5 248.7 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 45
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.62
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 15.8 15.8Deck+Haunch 21.4 21.4Diaphragm 0.0 0.0DL-Prec.(DC) 3.0 3.0DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.6 25.6DL-Comp.(DW) 0.0 0.0Live 78.4 78.4Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 3, SERVICE I
Sheet # 46
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.63
BR01 - Precast Shear, Span 1, Beam 3, SERVICE I
Sheet # 47
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.64
BR01 - Composite Moment, Span 1, Beam 3, SERVICE I
Sheet # 48
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.65
BR01 - Composite Shear, Span 1, Beam 3, SERVICE I
Sheet # 49
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.66
BR01 - Live Moment, Span 1, Beam 3, SERVICE I
Sheet # 50
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.67
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, SERVICE I
Sheet # 51
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.68
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M 0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 108.6 71.7 223.3 411.3 533.5 604.9 617.5
V 48.5 45.6 46.6 42.2 35.6 29.0 21.1 14.5LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 48.5 45.6 46.6 42.2 35.8 29.8 23.9 18.1
M -0.0 110.3 73.2 223.3 394.8 501.1 540.6 516.7Total : M+ 0.0 219.4 144.8 453.2 843.7 1110.4 1268.4 1309.8
V 97.2 90.2 92.7 81.9 65.4 48.9 31.0 14.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 97.2 90.2 92.7 81.9 65.6 49.6 33.8 18.1
M 0.0 221.1 146.2 453.2 827.2 1077.9 1204.1 1209.0
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 -0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 604.9 533.5 411.3 223.3 71.7 108.6 0.0
V 21.1 29.0 35.6 42.2 46.6 45.6 48.5LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 23.9 29.8 35.8 42.2 46.6 45.6 48.5
M 540.6 501.1 394.8 223.3 73.2 110.3 -0.0Total : M+ 1268.4 1110.4 843.7 453.2 144.8 219.4 0.0
V 31.0 48.9 65.4 81.9 92.7 90.2 97.2Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 33.8 49.6 65.6 81.9 92.7 90.2 97.2
M 1204.1 1077.9 827.2 453.2 146.2 221.1 -0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 52
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.69
BR01 - Precast Moment, Span 1, Beam 1, SERVICE III
Sheet # 53
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.70
BR01 - Precast Shear, Span 1, Beam 1, SERVICE III
Sheet # 54
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.71
BR01 - Composite Moment, Span 1, Beam 1, SERVICE III
Sheet # 55
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.72
BR01 - Composite Shear, Span 1, Beam 1, SERVICE III
Sheet # 56
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.73
BR01 - Live Moment, Span 1, Beam 1, SERVICE III
Sheet # 57
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.74
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, SERVICE III
Sheet # 58
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.75
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M 0.0 6.1 4.0 12.5 23.4 31.0 35.5 37.0DC(Max) V 2.7 2.4 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.3 41.7 131.3 247.1 329.9 379.5 396.1Haunch (Max) V 27.8 25.5 26.3 22.7 17.1 11.4 5.7 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 90.3 59.6 185.6 341.9 443.5 502.8 513.3
V 55.8 52.5 53.6 48.5 40.9 33.4 24.2 16.7LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 55.8 52.5 53.6 48.5 41.2 34.2 27.4 20.9
M -0.0 91.7 60.8 185.6 328.2 416.5 449.4 429.5Total : M+ 0.0 215.1 141.9 444.5 828.9 1093.3 1250.3 1293.3
V 110.7 102.7 105.5 93.3 74.5 55.7 35.4 16.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 110.7 102.7 105.5 93.3 74.8 56.6 38.6 20.9
M 0.0 216.5 143.1 444.5 815.2 1066.3 1196.9 1209.5
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 35.5 31.0 23.4 12.5 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.4 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 379.5 329.9 247.1 131.3 41.7 63.3 0.0Haunch (Max) V 5.7 11.4 17.1 22.7 26.3 25.5 27.8Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 502.8 443.5 341.9 185.6 59.6 90.3 0.0
V 24.2 33.4 40.9 48.5 53.6 52.5 55.8LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 27.4 34.2 41.2 48.5 53.6 52.5 55.8
M 449.4 416.5 328.2 185.6 60.8 91.7 -0.0Total : M+ 1250.3 1093.3 828.9 444.5 141.9 215.1 0.0
V 35.4 55.7 74.5 93.3 105.5 102.7 110.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 38.6 56.6 74.8 93.3 105.5 102.7 110.7
M 1196.9 1066.3 815.2 444.5 143.1 216.5 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 59
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.76
BR01 - Precast Moment, Span 1, Beam 2, SERVICE III
Sheet # 60
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.77
BR01 - Precast Shear, Span 1, Beam 2, SERVICE III
Sheet # 61
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.78
BR01 - Composite Moment, Span 1, Beam 2, SERVICE III
Sheet # 62
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.79
BR01 - Composite Shear, Span 1, Beam 2, SERVICE III
Sheet # 63
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.80
BR01 - Live Moment, Span 1, Beam 2, SERVICE III
Sheet # 64
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.81
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, SERVICE III
Sheet # 65
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.82
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0DL-Prec. : M -0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 108.6 71.7 223.3 411.3 533.5 604.9 617.5
V 48.5 45.6 46.6 42.2 35.6 29.0 21.1 14.5LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 48.5 45.6 46.6 42.2 35.8 29.8 23.9 18.1
M -0.0 110.3 73.2 223.3 394.8 501.1 540.6 516.7Total : M+ 0.0 219.4 144.8 453.2 843.7 1110.4 1268.4 1309.8
V 97.2 90.2 92.7 81.9 65.4 48.9 31.0 14.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 97.2 90.2 92.7 81.9 65.6 49.6 33.8 18.1
M 0.0 221.1 146.2 453.2 827.2 1077.9 1204.1 1209.0
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 604.9 533.5 411.3 223.3 71.7 108.6 0.0
V 21.1 29.0 35.6 42.2 46.6 45.6 48.5LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 23.9 29.8 35.8 42.2 46.6 45.6 48.5
M 540.6 501.1 394.8 223.3 73.2 110.3 -0.0Total : M+ 1268.4 1110.4 843.7 453.2 144.8 219.4 0.0
V 31.0 48.9 65.4 81.9 92.7 90.2 97.2Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 33.8 49.6 65.6 81.9 92.7 90.2 97.2
M 1204.1 1077.9 827.2 453.2 146.2 221.1 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 66
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.83
BR01 - Precast Moment, Span 1, Beam 3, SERVICE III
Sheet # 67
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.84
BR01 - Precast Shear, Span 1, Beam 3, SERVICE III
Sheet # 68
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.85
BR01 - Composite Moment, Span 1, Beam 3, SERVICE III
Sheet # 69
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.86
BR01 - Composite Shear, Span 1, Beam 3, SERVICE III
Sheet # 70
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.87
BR01 - Live Moment, Span 1, Beam 3, SERVICE III
Sheet # 71
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.88
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, SERVICE III
Sheet # 72
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.89
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 45.0 29.7 93.4 175.7 234.5 269.8 281.6(Max) V 19.8 18.1 18.7 16.2 12.1 8.1 4.0 0.0Self wt. : M 0.0 32.4 21.4 67.2 126.5 168.9 194.3 202.7(Min) V 14.2 13.0 13.5 11.6 8.7 5.8 2.9 0.0DL-Prec. : M 0.0 8.4 5.5 17.3 32.4 42.9 49.1 51.1DC(Max) V 3.7 3.4 3.5 3.0 2.2 1.4 0.7 0.0DL-Prec. : M 0.0 6.0 4.0 12.5 23.3 30.9 35.3 36.8DC(Min) V 2.7 2.4 2.5 2.1 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 60.8 40.1 126.2 237.5 317.0 364.7 380.6Haunch (Max) V 26.7 24.5 25.3 21.9 16.4 10.9 5.5 0.0Deck + : M 0.0 43.8 28.9 90.9 171.0 228.2 262.6 274.0Haunch (Min) V 19.2 17.6 18.2 15.7 11.8 7.9 3.9 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 24.3 16.0 50.4 94.9 126.7 145.7 152.1DC(Max) V 10.7 9.8 10.1 8.7 6.5 4.4 2.2 0.0DL-Comp : M 0.0 17.5 11.5 36.3 68.3 91.2 104.9 109.5DC(Min) V 7.7 7.0 7.3 6.3 4.7 3.1 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 237.5 156.9 488.5 899.7 1167.1 1323.2 1350.8
V 106.2 99.8 102.0 92.2 77.9 63.5 46.1 31.7LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 106.2 99.8 102.0 92.2 78.4 65.1 52.2 39.7
M -0.0 241.3 160.1 488.5 863.6 1096.1 1182.6 1130.2Total : M+ 0.0 376.0 248.2 775.9 1440.2 1888.2 2152.5 2216.2
V 167.0 155.6 159.6 141.9 115.1 88.3 58.5 31.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 167.0 155.6 159.6 141.9 115.6 89.9 64.6 39.7
M 0.0 379.8 251.4 775.9 1404.1 1817.1 2012.0 1995.6
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 73
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.90
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 269.8 234.5 175.7 93.4 29.7 45.0 0.0(Max) V 4.0 8.1 12.1 16.2 18.7 18.1 19.8Self wt. : M 194.3 168.9 126.5 67.2 21.4 32.4 0.0(Min) V 2.9 5.8 8.7 11.6 13.5 13.0 14.2DL-Prec. : M 49.1 42.9 32.4 17.3 5.5 8.4 -0.0DC(Max) V 0.7 1.4 2.2 3.0 3.5 3.4 3.7DL-Prec. : M 35.3 30.9 23.3 12.5 4.0 6.0 -0.0DC(Min) V 0.5 1.0 1.6 2.1 2.5 2.4 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 364.7 317.0 237.5 126.2 40.1 60.8 0.0Haunch (Max) V 5.5 10.9 16.4 21.9 25.3 24.5 26.7Deck + : M 262.6 228.2 171.0 90.9 28.9 43.8 0.0Haunch (Min) V 3.9 7.9 11.8 15.7 18.2 17.6 19.2Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 145.7 126.7 94.9 50.4 16.0 24.3 0.0DC(Max) V 2.2 4.4 6.5 8.7 10.1 9.8 10.7DL-Comp : M 104.9 91.2 68.3 36.3 11.5 17.5 0.0DC(Min) V 1.6 3.1 4.7 6.3 7.3 7.0 7.7DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1323.2 1167.1 899.7 488.5 156.9 237.5 0.0
V 46.1 63.5 77.9 92.2 102.0 99.8 106.2LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 52.2 65.1 78.4 92.2 102.0 99.8 106.2
M 1182.6 1096.1 863.6 488.5 160.1 241.3 -0.0Total : M+ 2152.5 1888.2 1440.2 775.9 248.2 376.0 0.0
V 58.5 88.3 115.1 142.0 159.6 155.6 167.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 64.6 89.9 115.6 142.0 159.6 155.6 167.0
M 2012.0 1817.1 1404.1 775.9 251.4 379.8 -0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 19.8 19.8Deck+Haunch 26.7 26.7Diaphragm 0.0 0.0DL-Prec.(DC) 3.7 3.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.0 32.0DL-Comp.(DW) 0.0 0.0Live 137.3 137.3Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 74
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.91
BR01 - Precast Moment, Span 1, Beam 1, STRENGTH I
Sheet # 75
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.92
BR01 - Precast Shear, Span 1, Beam 1, STRENGTH I
Sheet # 76
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.93
BR01 - Composite Moment, Span 1, Beam 1, STRENGTH I
Sheet # 77
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.94
BR01 - Composite Shear, Span 1, Beam 1, STRENGTH I
Sheet # 78
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.95
BR01 - Live Moment, Span 1, Beam 1, STRENGTH I
Sheet # 79
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.96
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, STRENGTH I
Sheet # 80
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.97
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 45.0 29.7 93.4 175.7 234.5 269.8 281.6(Max) V 19.8 18.1 18.7 16.2 12.1 8.1 4.0 0.0Self wt. : M 0.0 32.4 21.4 67.2 126.5 168.9 194.3 202.7(Min) V 14.2 13.0 13.5 11.6 8.7 5.8 2.9 0.0DL-Prec. : M 0.0 7.6 5.0 15.7 29.2 38.8 44.4 46.2DC(Max) V 3.3 3.0 3.1 2.7 2.0 1.3 0.6 0.0DL-Prec. : M 0.0 5.4 3.6 11.3 21.0 27.9 32.0 33.3DC(Min) V 2.4 2.2 2.3 1.9 1.4 0.9 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 79.1 52.1 164.2 308.9 412.3 474.4 495.1Haunch (Max) V 34.8 31.9 32.9 28.4 21.3 14.2 7.1 0.0Deck + : M 0.0 57.0 37.5 118.2 222.4 296.9 341.6 356.4Haunch (Min) V 25.0 22.9 23.7 20.5 15.3 10.2 5.1 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 24.3 16.0 50.4 94.9 126.7 145.7 152.1DC(Max) V 10.7 9.8 10.1 8.7 6.5 4.4 2.2 0.0DL-Comp : M 0.0 17.5 11.5 36.3 68.3 91.2 104.9 109.5DC(Min) V 7.7 7.0 7.3 6.3 4.7 3.1 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 197.4 130.4 406.1 747.9 970.2 1100.0 1122.9
V 122.1 114.8 117.3 106.1 89.5 73.0 53.0 36.5LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 122.1 114.8 117.3 106.1 90.1 74.9 60.0 45.6
M -0.0 200.6 133.1 406.1 717.9 911.1 983.1 939.5Total : M+ 0.0 353.4 233.2 729.7 1356.7 1782.5 2034.3 2097.9
V 190.6 177.6 182.2 162.1 131.5 101.0 67.0 36.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 190.6 177.6 182.2 162.1 132.1 102.8 74.0 45.6
M 0.0 356.6 235.9 729.7 1326.7 1723.4 1917.4 1914.5
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 81
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.98
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 269.8 234.5 175.7 93.4 29.7 45.0 0.0(Max) V 4.0 8.1 12.1 16.2 18.7 18.1 19.8Self wt. : M 194.3 168.9 126.5 67.2 21.4 32.4 0.0(Min) V 2.9 5.8 8.7 11.6 13.5 13.0 14.2DL-Prec. : M 44.4 38.8 29.2 15.7 5.0 7.6 0.0DC(Max) V 0.6 1.3 2.0 2.7 3.1 3.0 3.3DL-Prec. : M 32.0 27.9 21.0 11.3 3.6 5.4 0.0DC(Min) V 0.5 0.9 1.4 1.9 2.3 2.2 2.4DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 474.4 412.3 308.9 164.2 52.1 79.1 0.0Haunch (Max) V 7.1 14.2 21.3 28.4 32.9 31.9 34.8Deck + : M 341.6 296.9 222.4 118.2 37.5 57.0 0.0Haunch (Min) V 5.1 10.2 15.3 20.5 23.7 22.9 25.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 145.7 126.7 94.9 50.4 16.0 24.3 0.0DC(Max) V 2.2 4.4 6.5 8.7 10.1 9.8 10.7DL-Comp : M 104.9 91.2 68.3 36.3 11.5 17.5 0.0DC(Min) V 1.6 3.1 4.7 6.3 7.3 7.0 7.7DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1100.0 970.2 747.9 406.1 130.4 197.4 0.0
V 53.0 73.0 89.5 106.1 117.3 114.8 122.1LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.0 74.9 90.1 106.1 117.3 114.8 122.1
M 983.1 911.1 717.9 406.1 133.1 200.6 -0.0Total : M+ 2034.3 1782.5 1356.7 729.7 233.2 353.4 0.0
V 67.0 101.0 131.5 162.1 182.2 177.6 190.6Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 74.0 102.8 132.1 162.1 182.2 177.6 190.6
M 1917.4 1723.4 1326.7 729.7 235.9 356.6 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 19.8 19.8Deck+Haunch 34.8 34.8Diaphragm 0.0 0.0DL-Prec.(DC) 3.3 3.3DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.0 32.0DL-Comp.(DW) 0.0 0.0Live 137.3 137.3Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 82
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.99
BR01 - Precast Moment, Span 1, Beam 2, STRENGTH I
Sheet # 83
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.100
BR01 - Precast Shear, Span 1, Beam 2, STRENGTH I
Sheet # 84
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.101
BR01 - Composite Moment, Span 1, Beam 2, STRENGTH I
Sheet # 85
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.102
BR01 - Composite Shear, Span 1, Beam 2, STRENGTH I
Sheet # 86
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.103
BR01 - Live Moment, Span 1, Beam 2, STRENGTH I
Sheet # 87
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.104
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, STRENGTH I
Sheet # 88
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.105
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 45.0 29.7 93.4 175.7 234.5 269.8 281.6(Max) V 19.8 18.1 18.7 16.2 12.1 8.1 4.0 0.0Self wt. : M 0.0 32.4 21.4 67.2 126.5 168.9 194.3 202.7(Min) V 14.2 13.0 13.5 11.6 8.7 5.8 2.9 0.0DL-Prec. : M -0.0 8.4 5.5 17.3 32.4 42.9 49.1 51.1DC(Max) V 3.7 3.4 3.5 3.0 2.2 1.4 0.7 0.0DL-Prec. : M -0.0 6.0 4.0 12.5 23.3 30.9 35.3 36.8DC(Min) V 2.7 2.4 2.5 2.1 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 60.8 40.1 126.2 237.5 317.0 364.7 380.6Haunch (Max) V 26.7 24.5 25.3 21.9 16.4 10.9 5.5 0.0Deck + : M 0.0 43.8 28.9 90.9 171.0 228.2 262.6 274.0Haunch (Min) V 19.2 17.6 18.2 15.7 11.8 7.9 3.9 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 24.3 16.0 50.4 94.9 126.7 145.7 152.1DC(Max) V 10.7 9.8 10.1 8.7 6.5 4.4 2.2 0.0DL-Comp : M 0.0 17.5 11.5 36.3 68.3 91.2 104.9 109.5DC(Min) V 7.7 7.0 7.3 6.3 4.7 3.1 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 237.5 156.9 488.5 899.7 1167.1 1323.2 1350.8
V 106.2 99.8 102.0 92.2 77.9 63.5 46.1 31.7LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 106.2 99.8 102.0 92.2 78.4 65.1 52.2 39.7
M -0.0 241.3 160.1 488.5 863.6 1096.1 1182.6 1130.2Total : M+ 0.0 376.0 248.2 775.9 1440.2 1888.2 2152.6 2216.2
V 167.0 155.6 159.6 142.0 115.1 88.3 58.5 31.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 167.0 155.6 159.6 142.0 115.6 89.9 64.6 39.7
M 0.0 379.8 251.4 775.9 1404.1 1817.1 2012.0 1995.6
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 89
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.106
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 269.8 234.5 175.7 93.4 29.7 45.0 0.0(Max) V 4.0 8.1 12.1 16.2 18.7 18.1 19.8Self wt. : M 194.3 168.9 126.5 67.2 21.4 32.4 0.0(Min) V 2.9 5.8 8.7 11.6 13.5 13.0 14.2DL-Prec. : M 49.1 42.9 32.4 17.3 5.5 8.4 0.0DC(Max) V 0.7 1.4 2.2 3.0 3.5 3.4 3.7DL-Prec. : M 35.3 30.9 23.3 12.5 4.0 6.0 0.0DC(Min) V 0.5 1.0 1.6 2.1 2.5 2.4 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 364.7 317.0 237.5 126.2 40.1 60.8 0.0Haunch (Max) V 5.5 10.9 16.4 21.9 25.3 24.5 26.7Deck + : M 262.6 228.2 171.0 90.9 28.9 43.8 0.0Haunch (Min) V 3.9 7.9 11.8 15.7 18.2 17.6 19.2Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 145.7 126.7 94.9 50.4 16.0 24.3 0.0DC(Max) V 2.2 4.4 6.5 8.7 10.1 9.8 10.7DL-Comp : M 104.9 91.2 68.3 36.3 11.5 17.5 0.0DC(Min) V 1.6 3.1 4.7 6.3 7.3 7.0 7.7DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1323.2 1167.1 899.7 488.5 156.9 237.5 0.0
V 46.1 63.5 77.9 92.2 102.0 99.8 106.2LL + I : M- 0.0 0.0 0.0 0.0 -0.0 -0.0 -0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 52.2 65.1 78.4 92.2 102.0 99.8 106.2
M 1182.6 1096.1 863.6 488.5 160.1 241.3 -0.0Total : M+ 2152.6 1888.2 1440.2 775.9 248.2 376.0 0.0
V 58.5 88.3 115.1 142.0 159.6 155.6 167.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 64.6 89.9 115.6 142.0 159.6 155.6 167.0
M 2012.0 1817.1 1404.1 775.9 251.4 379.8 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 19.8 19.8Deck+Haunch 26.7 26.7Diaphragm 0.0 0.0DL-Prec.(DC) 3.7 3.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.0 32.0DL-Comp.(DW) 0.0 0.0Live 137.3 137.3Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 90
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.107
BR01 - Precast Moment, Span 1, Beam 3, STRENGTH I
Sheet # 91
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.108
BR01 - Precast Shear, Span 1, Beam 3, STRENGTH I
Sheet # 92
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.109
BR01 - Composite Moment, Span 1, Beam 3, STRENGTH I
Sheet # 93
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.110
BR01 - Composite Shear, Span 1, Beam 3, STRENGTH I
Sheet # 94
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.111
BR01 - Live Moment, Span 1, Beam 3, STRENGTH I
Sheet # 95
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.112
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, STRENGTH I
Sheet # 96
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.113
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 95.4 63.3 192.5 337.8 432.9 470.7 455.6
V 43.4 40.5 41.5 37.1 30.7 24.4 18.0 16.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 43.4 40.5 41.5 37.1 30.7 24.8 19.5 16.0
M 0.0 95.4 63.3 192.5 337.8 417.5 442.9 455.6Total : M+ 0.0 206.2 136.3 422.4 770.2 1009.7 1134.1 1147.9
V 92.1 85.1 87.6 76.8 60.5 44.3 27.9 16.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 92.1 85.1 87.6 76.8 60.5 44.6 29.5 16.0
M 0.0 206.2 136.3 422.4 770.2 994.3 1106.4 1147.9
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 97
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.114
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 -0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 -0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 470.7 432.9 337.8 192.5 63.3 95.4 0.0
V 18.0 24.4 30.7 37.1 41.5 40.5 43.4LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 19.5 24.8 30.7 37.1 41.5 40.5 43.4
M 442.9 417.5 337.8 192.5 63.3 95.4 0.0Total : M+ 1134.1 1009.7 770.2 422.4 136.3 206.2 0.0
V 27.9 44.3 60.5 76.8 87.6 85.1 92.1Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 29.5 44.6 60.5 76.8 87.6 85.1 92.1
M 1106.4 994.3 770.2 422.4 136.3 206.2 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 98
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.115
BR01 - Precast Moment, Span 1, Beam 1, FATIGUE I
Sheet # 99
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.116
BR01 - Precast Shear, Span 1, Beam 1, FATIGUE I
Sheet # 100
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.117
BR01 - Composite Moment, Span 1, Beam 1, FATIGUE I
Sheet # 101
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.118
BR01 - Composite Shear, Span 1, Beam 1, FATIGUE I
Sheet # 102
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.119
BR01 - Live Moment, Span 1, Beam 1, FATIGUE I
Sheet # 103
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.120
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, FATIGUE I
Sheet # 104
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.121
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 6.1 4.0 12.5 23.4 31.0 35.5 37.0DC(Max) V 2.7 2.4 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.3 41.7 131.3 247.1 329.9 379.5 396.1Haunch (Max) V 27.8 25.5 26.3 22.7 17.1 11.4 5.7 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 79.3 52.6 160.0 280.8 359.8 391.2 378.8
V 50.0 46.6 47.8 42.6 35.3 28.1 20.7 18.4LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 50.0 46.6 47.8 42.6 35.3 28.5 22.5 18.4
M 0.0 79.3 52.6 160.0 280.8 347.0 368.2 378.8Total : M+ 0.0 204.1 134.9 418.9 767.9 1009.7 1138.7 1158.7
V 104.8 96.9 99.6 87.4 68.8 50.4 31.9 18.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 104.8 96.9 99.6 87.4 68.8 50.9 33.7 18.4
M 0.0 204.1 134.9 418.9 767.9 996.8 1115.6 1158.7
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 105
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.122
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 35.5 31.0 23.4 12.5 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.4 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 379.5 329.9 247.1 131.3 41.7 63.3 0.0Haunch (Max) V 5.7 11.4 17.1 22.7 26.3 25.5 27.8Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 391.2 359.8 280.8 160.0 52.6 79.3 0.0
V 20.7 28.1 35.3 42.6 47.8 46.6 50.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 22.5 28.5 35.3 42.6 47.8 46.6 50.0
M 368.2 347.0 280.8 160.0 52.6 79.3 0.0Total : M+ 1138.7 1009.7 767.9 418.9 134.9 204.1 0.0
V 31.9 50.4 68.8 87.4 99.6 96.9 104.8Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 33.7 50.9 68.8 87.4 99.6 96.9 104.8
M 1115.6 996.8 767.9 418.9 134.9 204.1 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 106
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.123
BR01 - Precast Moment, Span 1, Beam 2, FATIGUE I
Sheet # 107
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.124
BR01 - Precast Shear, Span 1, Beam 2, FATIGUE I
Sheet # 108
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.125
BR01 - Composite Moment, Span 1, Beam 2, FATIGUE I
Sheet # 109
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.126
BR01 - Composite Shear, Span 1, Beam 2, FATIGUE I
Sheet # 110
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.127
BR01 - Live Moment, Span 1, Beam 2, FATIGUE I
Sheet # 111
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.128
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, FATIGUE I
Sheet # 112
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.129
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48Self wt. : M 0.0 36.0 23.7 74.7 140.6 187.6 215.8 225.3(Max) V 15.8 14.5 15.0 12.9 9.7 6.5 3.2 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M -0.0 6.7 4.4 13.9 25.9 34.3 39.3 40.9DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.1 0.6 0.0DL-Prec. : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 48.7 32.1 101.0 190.0 253.6 291.8 304.5Haunch (Max) V 21.4 19.6 20.2 17.5 13.1 8.7 4.4 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 19.4 12.8 40.3 75.9 101.3 116.6 121.7DC(Max) V 8.5 7.8 8.1 7.0 5.2 3.5 1.7 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 95.4 63.3 192.5 337.8 432.9 470.7 455.6
V 43.4 40.5 41.5 37.1 30.7 24.4 18.0 16.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 43.4 40.5 41.5 37.1 30.7 24.8 19.5 16.0
M 0.0 95.4 63.3 192.5 337.8 417.5 442.9 455.6Total : M+ 0.0 206.2 136.3 422.4 770.2 1009.8 1134.1 1147.9
V 92.1 85.1 87.6 76.8 60.5 44.3 27.9 16.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 92.1 85.1 87.6 76.8 60.5 44.6 29.5 16.0
M 0.0 206.2 136.3 422.4 770.2 994.3 1106.4 1147.9
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 113
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.130
Location, ft 34.30 40.12 45.94 51.76 55.42 54.58 56.96Self wt. : M 215.8 187.6 140.6 74.7 23.7 36.0 0.0(Max) V 3.2 6.5 9.7 12.9 15.0 14.5 15.8Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 39.3 34.3 25.9 13.9 4.4 6.7 0.0DC(Max) V 0.6 1.1 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 291.8 253.6 190.0 101.0 32.1 48.7 0.0Haunch (Max) V 4.4 8.7 13.1 17.5 20.2 19.6 21.4Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 116.6 101.3 75.9 40.3 12.8 19.4 0.0DC(Max) V 1.7 3.5 5.2 7.0 8.1 7.8 8.5DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 470.7 432.9 337.8 192.5 63.3 95.4 0.0
V 18.0 24.4 30.7 37.1 41.5 40.5 43.4LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 19.5 24.8 30.7 37.1 41.5 40.5 43.4
M 442.9 417.5 337.8 192.5 63.3 95.4 0.0Total : M+ 1134.1 1009.8 770.2 422.4 136.3 206.2 0.0
V 27.9 44.3 60.5 76.8 87.6 85.1 92.1Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 29.5 44.6 60.5 76.8 87.6 85.1 92.1
M 1106.4 994.3 770.2 422.4 136.3 206.2 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 114
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.131
BR01 - Precast Moment, Span 1, Beam 3, FATIGUE I
Sheet # 115
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.132
BR01 - Precast Shear, Span 1, Beam 3, FATIGUE I
Sheet # 116
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.133
BR01 - Composite Moment, Span 1, Beam 3, FATIGUE I
Sheet # 117
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.134
BR01 - Composite Shear, Span 1, Beam 3, FATIGUE I
Sheet # 118
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.135
BR01 - Live Moment, Span 1, Beam 3, FATIGUE I
Sheet # 119
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.136
BR01 - Live Shear, Span 1, Beam 3, FATIGUE I
Sheet # 120
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.137
POSITIVE ENVELOPE STRESSES
Span : 1, Beam : 1, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 121
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.138
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
BR01 - Stresses at Release, Span 1, Beam 1, SERVICE I
Sheet # 122
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.139
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.211 -0.128 -0.328 -0.568 -0.808 -1.048 -1.048Bottom 0.651 3.223 2.303 3.341 3.584 3.828 4.071 4.071
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top 0.000 0.025 0.017 0.052 0.097 0.128 0.147 0.153Bottom -0.000 -0.025 -0.017 -0.053 -0.098 -0.130 -0.149 -0.155
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.182 0.120 0.377 0.710 0.947 1.090 1.137Bottom -0.000 -0.184 -0.121 -0.382 -0.719 -0.960 -1.105 -1.153
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.021 0.028 0.033 0.034Bottom -0.000 -0.038 -0.025 -0.079 -0.149 -0.198 -0.228 -0.238
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.038 0.025 0.078 0.143 0.186 0.211 0.215Bottom -0.000 -0.266 -0.175 -0.546 -1.006 -1.305 -1.480 -1.510
Final 1 (P/S + DL + LL)Precast-top -0.024 0.173 0.126 0.470 0.929 1.183 1.239 1.333 Bottom 0.651 2.573 1.874 1.998 1.080 0.524 0.293 0.162
Final 2 (P/S + DL)Precast-top -0.024 0.135 0.101 0.392 0.785 0.997 1.028 1.118 Bottom 0.651 2.839 2.050 2.544 2.086 1.829 1.772 1.672
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 123
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.140
Span : 1, Beam : 2, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, SERVICE I
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 124
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.141
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.10 %)
BR01 - Stresses at Release, Span 1, Beam 2, SERVICE I
Sheet # 125
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.142
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.212 -0.128 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.229 2.307 3.347 3.591 3.834 4.078 4.078
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top 0.000 0.023 0.015 0.047 0.087 0.116 0.133 0.138Bottom -0.000 -0.023 -0.015 -0.047 -0.089 -0.117 -0.134 -0.140
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.236 0.156 0.491 0.923 1.232 1.418 1.480Bottom -0.000 -0.240 -0.158 -0.497 -0.936 -1.249 -1.437 -1.499
DL-Comp (DC)Precast-top 0.000 0.003 0.002 0.006 0.012 0.016 0.019 0.019Bottom -0.000 -0.037 -0.024 -0.076 -0.143 -0.191 -0.219 -0.229
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.018 0.012 0.037 0.068 0.088 0.100 0.102Bottom -0.000 -0.212 -0.140 -0.437 -0.805 -1.044 -1.183 -1.208
Final 1 (P/S + DL + LL)Precast-top -0.024 0.203 0.145 0.532 1.047 1.344 1.426 1.531 Bottom 0.652 2.581 1.879 2.007 1.087 0.523 0.287 0.149
Final 2 (P/S + DL)Precast-top -0.024 0.185 0.133 0.495 0.979 1.256 1.326 1.429 Bottom 0.652 2.793 2.020 2.444 1.891 1.567 1.470 1.357
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 126
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.143
Span : 1, Beam : 3, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, SERVICE I
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 127
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.144
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
BR01 - Stresses at Release, Span 1, Beam 3, SERVICE I
Sheet # 128
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.145
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.211 -0.128 -0.328 -0.568 -0.808 -1.048 -1.048Bottom 0.651 3.223 2.303 3.341 3.584 3.828 4.071 4.071
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.052 0.097 0.128 0.147 0.153Bottom 0.000 -0.025 -0.017 -0.053 -0.098 -0.130 -0.149 -0.155
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.182 0.120 0.377 0.710 0.947 1.090 1.137Bottom -0.000 -0.184 -0.121 -0.382 -0.719 -0.960 -1.105 -1.153
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.021 0.028 0.033 0.034Bottom -0.000 -0.038 -0.025 -0.079 -0.149 -0.198 -0.228 -0.238
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.038 0.025 0.078 0.143 0.186 0.211 0.215Bottom -0.000 -0.266 -0.175 -0.546 -1.006 -1.305 -1.480 -1.510
Final 1 (P/S + DL + LL)Precast-top -0.024 0.173 0.126 0.470 0.929 1.183 1.239 1.333 Bottom 0.651 2.573 1.874 1.998 1.080 0.524 0.293 0.162
Final 2 (P/S + DL)Precast-top -0.024 0.135 0.101 0.392 0.785 0.997 1.028 1.118 Bottom 0.651 2.839 2.050 2.544 2.086 1.829 1.772 1.672
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 129
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.146
Span : 1, Beam : 1, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, SERVICE I
Sheet # 130
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.147
SERVICE III
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 1, SERVICE III
Sheet # 131
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.148
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.211 -0.128 -0.328 -0.568 -0.808 -1.048 -1.048Bottom 0.651 3.223 2.303 3.341 3.584 3.828 4.071 4.071
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top 0.000 0.025 0.017 0.052 0.097 0.128 0.147 0.153Bottom -0.000 -0.025 -0.017 -0.053 -0.098 -0.130 -0.149 -0.155
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.182 0.120 0.377 0.710 0.947 1.090 1.137Bottom -0.000 -0.184 -0.121 -0.382 -0.719 -0.960 -1.105 -1.153
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.021 0.028 0.033 0.034Bottom -0.000 -0.038 -0.025 -0.079 -0.149 -0.198 -0.228 -0.238
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.030 0.020 0.062 0.115 0.149 0.169 0.172Bottom -0.000 -0.212 -0.140 -0.437 -0.805 -1.044 -1.184 -1.208
Final 1 (P/S + DL + LL)Precast-top -0.024 0.166 0.121 0.454 0.900 1.146 1.196 1.290 Bottom 0.651 2.627 1.909 2.107 1.281 0.785 0.589 0.464
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 132
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.149
Span : 1, Beam : 2, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, SERVICE III
Sheet # 133
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.150
SERVICE III
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 2, SERVICE III
Sheet # 134
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.151
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.10 %)
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.212 -0.128 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.229 2.307 3.347 3.591 3.834 4.078 4.078
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top 0.000 0.023 0.015 0.047 0.087 0.116 0.133 0.138Bottom -0.000 -0.023 -0.015 -0.047 -0.089 -0.117 -0.134 -0.140
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.236 0.156 0.491 0.923 1.232 1.418 1.480Bottom -0.000 -0.240 -0.158 -0.497 -0.936 -1.249 -1.437 -1.499
DL-Comp (DC)Precast-top 0.000 0.003 0.002 0.006 0.012 0.016 0.019 0.019Bottom -0.000 -0.037 -0.024 -0.076 -0.143 -0.191 -0.219 -0.229
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.014 0.010 0.030 0.055 0.071 0.080 0.082Bottom -0.000 -0.170 -0.112 -0.349 -0.644 -0.835 -0.947 -0.966
Final 1 (P/S + DL + LL)Precast-top -0.024 0.199 0.143 0.524 1.034 1.327 1.406 1.511 Bottom 0.652 2.623 1.907 2.094 1.248 0.732 0.524 0.391
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 135
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.152
Span : 1, Beam : 3, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.31 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, SERVICE III
Sheet # 136
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.153
SERVICE III
Location, ft 3.00 5.82 11.64 17.46 23.28 29.10
Beam-SelfPrecast-top 0.172 0.316 0.562 0.738 0.844 0.879 Bottom -0.174 -0.321 -0.570 -0.748 -0.855 -0.891
PrestressPrecast-top -0.218 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.453 3.705 3.956 4.207 4.207
TotalPrecast-top -0.047 -0.022 -0.024 -0.097 -0.239 -0.204 Bottom 3.157 3.132 3.135 3.208 3.352 3.317
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 3, SERVICE III
Sheet # 137
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.154
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.26 %)
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
PrestressPrecast-top -0.024 -0.211 -0.128 -0.328 -0.568 -0.808 -1.048 -1.048Bottom 0.651 3.223 2.303 3.341 3.584 3.828 4.071 4.071
Self wt.Precast-top -0.000 0.134 0.089 0.279 0.525 0.701 0.806 0.841Bottom -0.000 -0.136 -0.090 -0.283 -0.532 -0.710 -0.817 -0.853
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.052 0.097 0.128 0.147 0.153Bottom 0.000 -0.025 -0.017 -0.053 -0.098 -0.130 -0.149 -0.155
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.182 0.120 0.377 0.710 0.947 1.090 1.137Bottom -0.000 -0.184 -0.121 -0.382 -0.719 -0.960 -1.105 -1.153
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.021 0.028 0.033 0.034Bottom -0.000 -0.038 -0.025 -0.079 -0.149 -0.198 -0.228 -0.238
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.030 0.020 0.062 0.115 0.149 0.169 0.172Bottom -0.000 -0.212 -0.140 -0.437 -0.805 -1.044 -1.184 -1.208
Final 1 (P/S + DL + LL)Precast-top -0.024 0.166 0.121 0.454 0.900 1.146 1.196 1.290 Bottom 0.651 2.627 1.909 2.107 1.281 0.785 0.589 0.464
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 138
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.155
Span : 1, Beam : 1, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, SERVICE III
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
F_LL+I(+)Precast-top -0.000 0.027 0.018 0.054 0.094 0.121 0.131 0.127Bottom -0.000 -0.187 -0.124 -0.377 -0.661 -0.847 -0.921 -0.892
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.094 0.068 0.250 0.487 0.619 0.645 0.686 Bottom 0.325 1.233 0.901 0.896 0.382 0.067 -0.035 -0.055
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 139
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.156
Span : 1, Beam : 2, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, FATIGUE I
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
F_LL+I(+)Precast-top -0.000 0.013 0.008 0.026 0.045 0.057 0.062 0.060Bottom -0.000 -0.149 -0.099 -0.301 -0.529 -0.677 -0.737 -0.713
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.105 0.075 0.273 0.534 0.685 0.725 0.775 Bottom 0.326 1.247 0.911 0.921 0.417 0.106 -0.001 -0.035
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 140
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.157
Span : 1, Beam : 3, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, FATIGUE I
Location, ft 0.00 2.38 1.54 5.20 11.02 16.84 22.66 28.48
F_LL+I(+)Precast-top -0.000 0.027 0.018 0.054 0.094 0.121 0.131 0.127Bottom -0.000 -0.187 -0.124 -0.377 -0.661 -0.847 -0.921 -0.892
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.094 0.068 0.250 0.487 0.619 0.645 0.686 Bottom 0.325 1.233 0.901 0.896 0.382 0.067 -0.035 -0.055
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 141
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.158
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, FATIGUE I
Sheet # 142
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.159
VERTICAL/HORIZONTAL SHEAR
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Sheet # 143
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.160
Bearing : 0.63167.0 6.00 34.25 0.408 2.3 6.00e-3 50.0 167.9 1.179 2.976 0.00
0.0 0.62 33.94 39.4 0.120 15.4 0.87 24.00 0.104 2.070 0.496
Transfer : 3.00155.6 6.00 34.25 3.472 11.0 -0.14e-3 28.5 70.3 0.233 0.800 0.00379.8 2.95 32.77 189.0 0.110 91.5 5.38 24.00 0.104 1.990 2.381
Critical : 3.35153.9 6.00 34.25 3.472 11.0 -0.14e-3 28.5 68.7 0.228 0.800 0.00421.7 3.01 32.75 189.0 0.109 91.2 5.36 24.00 0.104 2.008 2.427
0.1L : 5.82141.9 6.00 32.56 3.906 11.0 -0.12e-3 28.6 62.3 0.220 0.800 0.00775.9 3.41 30.85 189.0 0.106 84.4 5.27 24.00 0.104 2.041 3.098
0.2L : 11.64115.6 6.00 32.00 4.340 11.0 -0.06e-3 28.8 39.6 0.146 0.300 0.00
1404.1 4.29 29.85 189.0 0.087 77.8 5.02 24.00 0.104 1.326 4.340
0.3L : 17.4689.9 6.00 33.00 4.340 11.0 -0.01e-3 29.0 11.2 0.104 0.300 0.00
1817.1 4.30 30.85 189.0 0.064 77.7 4.85 24.00 0.104 1.725 4.340
0.4L : 23.2864.6 6.00 34.00 4.340 0.0 0.02e-3 29.1 0.0 0.104 0.300 0.00
2012.0 4.30 31.85 189.0 0.050 78.3 4.73 24.00 0.104 2.289 4.340
0.5L : 29.1039.7 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.0 0.104 0.445 0.00
1995.6 4.30 31.85 189.0 0.031 80.1 4.84 24.00 0.104 4.719 4.340
0.6L : 34.9364.6 6.00 34.00 4.340 0.0 0.02e-3 29.1 0.0 0.104 0.300 0.00
2012.0 4.30 31.85 189.0 0.050 78.3 4.73 24.00 0.104 2.289 4.340
0.7L : 40.7589.9 6.00 33.00 4.340 11.0 -0.01e-3 29.0 11.2 0.104 0.300 0.00
1817.1 4.30 30.85 189.0 0.064 77.7 4.85 24.00 0.104 1.725 4.340
0.8L : 46.57115.6 6.00 32.00 4.340 11.0 -0.06e-3 28.8 39.6 0.146 0.300 0.00
1404.1 4.29 29.85 189.0 0.087 77.8 5.02 24.00 0.104 1.326 4.340
0.9L : 52.39142.0 6.00 32.56 3.906 11.0 -0.12e-3 28.6 62.3 0.220 0.800 0.00775.9 3.41 30.85 189.0 0.106 84.4 5.27 24.00 0.104 2.041 3.098
Critical : 54.86153.9 6.00 34.25 3.472 11.0 -0.14e-3 28.5 68.7 0.228 0.800 0.00421.7 3.01 32.75 189.0 0.109 91.2 5.36 24.00 0.104 2.008 2.427
Transfer : 55.21155.6 6.00 34.25 3.472 11.0 -0.14e-3 28.5 70.3 0.233 2.976 0.00379.8 2.95 32.77 189.0 0.110 91.5 5.38 24.00 0.104 2.197 2.381
Bearing : 57.58167.0 6.00 34.25 0.408 2.3 6.00e-3 50.0 167.9 1.179 0.000 0.00
0.0 0.62 33.94 39.4 0.120 15.4 0.87 24.00 0.104 0.095* 0.496
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 144
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.161
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 1
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 1(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 1, STRENGTH I
Sheet # 145
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.162
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Bearing : 0.00167.0 5.47 34.25 0.62 33.94 24.00 0.300 1.073 0.000 2.976
Transfer : 2.38155.6 5.27 34.25 2.95 32.77 24.00 0.300 1.008 0.000 0.800
Critical : 2.73153.9 5.22 34.25 3.01 32.75 24.00 0.300 0.990 0.000 0.800
0.1L : 5.20141.9 5.11 32.56 3.41 30.85 24.00 0.300 0.954 0.000 0.800
0.2L : 11.02115.6 4.30 32.00 4.29 29.85 24.00 0.300 0.685 0.000 0.300
0.3L : 16.8489.9 3.24 33.00 4.30 30.85 24.00 0.300 0.329 0.000 0.300
0.4L : 22.6664.6 2.25 34.00 4.30 31.85 24.00 0.300 0.001 0.000 0.300
0.5L : 28.4839.7 1.38 34.00 4.30 31.85 24.00 0.300 0.000 0.000 0.445
0.6L : 34.3064.6 2.25 34.00 4.30 31.85 24.00 0.300 0.001 0.000 0.300
0.7L : 40.1289.9 3.24 33.00 4.30 30.85 24.00 0.300 0.329 0.000 0.300
0.8L : 45.94115.6 4.30 32.00 4.29 29.85 24.00 0.300 0.685 0.000 0.300
0.9L : 51.76142.0 5.11 32.56 3.41 30.85 24.00 0.300 0.954 0.000 0.800
Critical : 54.23153.9 5.22 34.25 3.01 32.75 24.00 0.300 0.990 0.000 0.800
Transfer : 54.58155.6 5.27 34.25 2.95 32.77 24.00 0.300 1.008 0.000 2.976
Bearing : 56.96167.0 5.47 34.25 0.62 33.94 24.00 0.300 1.073 0.000 0.000
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 146
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.163
Bearing : 0.63190.6 6.00 34.25 0.412 2.3 6.00e-3 50.0 194.1 1.360 2.976 0.00
0.0 0.46 34.02 39.4 0.137 15.4 0.87 12.00 0.104 1.818 0.492
Transfer : 3.00177.6 6.00 34.25 3.472 11.0 -0.11e-3 28.6 96.3 0.317 0.800 0.00356.6 2.22 33.14 189.0 0.125 90.0 5.23 24.00 0.104 1.743 2.362
Critical : 3.38175.5 6.00 34.25 3.472 11.0 -0.11e-3 28.6 93.9 0.309 0.800 0.00400.5 2.27 33.12 189.0 0.123 90.0 5.23 24.00 0.104 1.764 2.412
0.1L : 5.82162.1 6.00 32.56 3.906 11.0 -0.10e-3 28.6 84.5 0.295 0.800 0.00729.7 2.57 31.27 189.0 0.120 84.5 5.20 24.00 0.104 1.803 3.074
0.2L : 11.64132.1 6.00 32.00 4.340 11.0 -0.06e-3 28.8 56.6 0.205 0.300 0.00
1326.7 3.26 30.37 189.0 0.099 79.2 5.02 24.00 0.104 1.179 4.340
0.3L : 17.46102.8 6.00 33.00 4.340 11.0 -0.02e-3 28.9 23.6 0.104 0.300 0.00
1723.4 3.26 31.37 189.0 0.073 79.6 4.88 24.00 0.104 1.539 4.340
0.4L : 23.2874.0 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.8 0.104 0.300 0.00
1917.4 3.26 32.37 189.0 0.056 81.4 4.84 24.00 0.104 2.058 4.340
0.5L : 29.1045.6 6.00 34.00 4.340 0.0 -0.02e-3 28.9 0.0 0.104 0.445 0.00
1914.5 3.26 32.37 189.0 0.035 82.0 4.88 24.00 0.104 4.187 4.340
0.6L : 34.9374.0 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.8 0.104 0.300 0.00
1917.4 3.26 32.37 189.0 0.056 81.4 4.84 24.00 0.104 2.058 4.340
0.7L : 40.75102.8 6.00 33.00 4.340 11.0 -0.02e-3 28.9 23.6 0.104 0.300 0.00
1723.4 3.26 31.37 189.0 0.073 79.6 4.88 24.00 0.104 1.539 4.340
0.8L : 46.57132.1 6.00 32.00 4.340 11.0 -0.06e-3 28.8 56.6 0.205 0.300 0.00
1326.7 3.26 30.37 189.0 0.099 79.2 5.02 24.00 0.104 1.179 4.340
0.9L : 52.39162.1 6.00 32.56 3.906 11.0 -0.10e-3 28.6 84.5 0.295 0.800 0.00729.7 2.57 31.27 189.0 0.120 84.5 5.20 24.00 0.104 1.803 3.074
Critical : 54.83175.5 6.00 34.25 3.472 11.0 -0.11e-3 28.6 93.9 0.309 0.800 0.00400.5 2.27 33.12 189.0 0.123 90.0 5.23 24.00 0.104 1.764 2.412
Transfer : 55.21177.6 6.00 34.25 3.472 11.0 -0.11e-3 28.6 96.3 0.317 2.976 0.00356.6 2.22 33.14 189.0 0.125 90.0 5.23 24.00 0.104 1.945 2.362
Bearing : 57.58190.6 6.00 34.25 0.412 2.3 6.00e-3 50.0 194.1 1.360 0.000 0.00
0.0 0.46 34.02 39.4 0.137 15.4 0.87 12.00 0.104 0.084* 0.492
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 147
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.164
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 2
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 2(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 2, STRENGTH I
Sheet # 148
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.165
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Bearing : 0.00190.6 6.23 34.25 0.46 34.02 24.00 0.300 1.326 0.000 2.976
Transfer : 2.38177.6 5.95 34.25 2.22 33.14 24.00 0.300 1.235 0.000 0.800
Critical : 2.76175.5 5.89 34.25 2.27 33.12 24.00 0.300 1.213 0.000 0.800
0.1L : 5.20162.1 5.76 32.56 2.57 31.27 24.00 0.300 1.170 0.000 0.800
0.2L : 11.02132.1 4.83 32.00 3.26 30.37 24.00 0.300 0.861 0.000 0.300
0.3L : 16.84102.8 3.64 33.00 3.26 31.37 24.00 0.300 0.464 0.000 0.300
0.4L : 22.6674.0 2.54 34.00 3.26 32.37 24.00 0.300 0.097 0.000 0.300
0.5L : 28.4845.6 1.57 34.00 3.26 32.37 24.00 0.300 0.000 0.000 0.445
0.6L : 34.3074.0 2.54 34.00 3.26 32.37 24.00 0.300 0.097 0.000 0.300
0.7L : 40.12102.8 3.64 33.00 3.26 31.37 24.00 0.300 0.464 0.000 0.300
0.8L : 45.94132.1 4.83 32.00 3.26 30.37 24.00 0.300 0.861 0.000 0.300
0.9L : 51.76162.1 5.76 32.56 2.57 31.27 24.00 0.300 1.170 0.000 0.800
Critical : 54.20175.5 5.89 34.25 2.27 33.12 24.00 0.300 1.213 0.000 0.800
Transfer : 54.58177.6 5.95 34.25 2.22 33.14 24.00 0.300 1.235 0.000 2.976
Bearing : 56.96190.6 6.23 34.25 0.46 34.02 24.00 0.300 1.326 0.000 0.000
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 149
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.166
Bearing : 0.63167.0 6.00 34.25 0.408 2.3 6.00e-3 50.0 167.9 1.179 2.976 0.00
0.0 0.62 33.94 39.4 0.120 15.4 0.87 24.00 0.104 2.070 0.496
Transfer : 3.00155.6 6.00 34.25 3.472 11.0 -0.14e-3 28.5 70.3 0.233 0.800 0.00379.8 2.95 32.77 189.0 0.110 91.5 5.38 24.00 0.104 1.990 2.381
Critical : 3.35153.9 6.00 34.25 3.472 11.0 -0.14e-3 28.5 68.7 0.228 0.800 0.00421.7 3.01 32.75 189.0 0.109 91.2 5.36 24.00 0.104 2.008 2.427
0.1L : 5.82142.0 6.00 32.56 3.906 11.0 -0.12e-3 28.6 62.3 0.220 0.800 0.00775.9 3.41 30.85 189.0 0.106 84.4 5.27 24.00 0.104 2.041 3.098
0.2L : 11.64115.6 6.00 32.00 4.340 11.0 -0.06e-3 28.8 39.6 0.146 0.300 0.00
1404.1 4.29 29.85 189.0 0.087 77.8 5.02 24.00 0.104 1.326 4.340
0.3L : 17.4689.9 6.00 33.00 4.340 11.0 -0.01e-3 29.0 11.2 0.104 0.300 0.00
1817.1 4.30 30.85 189.0 0.064 77.7 4.85 24.00 0.104 1.725 4.340
0.4L : 23.2864.6 6.00 34.00 4.340 0.0 0.02e-3 29.1 0.0 0.104 0.300 0.00
2012.0 4.30 31.85 189.0 0.050 78.3 4.73 24.00 0.104 2.289 4.340
0.5L : 29.1039.7 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.0 0.104 0.445 0.00
1995.6 4.30 31.85 189.0 0.031 80.1 4.84 24.00 0.104 4.719 4.340
0.6L : 34.9364.6 6.00 34.00 4.340 0.0 0.02e-3 29.1 0.0 0.104 0.300 0.00
2012.0 4.30 31.85 189.0 0.050 78.3 4.73 24.00 0.104 2.289 4.340
0.7L : 40.7589.9 6.00 33.00 4.340 11.0 -0.01e-3 29.0 11.2 0.104 0.300 0.00
1817.1 4.30 30.85 189.0 0.064 77.7 4.85 24.00 0.104 1.725 4.340
0.8L : 46.57115.6 6.00 32.00 4.340 11.0 -0.06e-3 28.8 39.6 0.146 0.300 0.00
1404.1 4.29 29.85 189.0 0.087 77.8 5.02 24.00 0.104 1.326 4.340
0.9L : 52.39142.0 6.00 32.56 3.906 11.0 -0.12e-3 28.6 62.3 0.220 0.800 0.00775.9 3.41 30.85 189.0 0.106 84.4 5.27 24.00 0.104 2.041 3.098
Critical : 54.86153.9 6.00 34.25 3.472 11.0 -0.14e-3 28.5 68.7 0.228 0.800 0.00421.7 3.01 32.75 189.0 0.109 91.2 5.36 24.00 0.104 2.008 2.427
Transfer : 55.21155.6 6.00 34.25 3.472 11.0 -0.14e-3 28.5 70.3 0.233 2.976 0.00379.8 2.95 32.77 189.0 0.110 91.5 5.38 24.00 0.104 2.197 2.381
Bearing : 57.58167.0 6.00 34.25 0.408 2.3 6.00e-3 50.0 167.9 1.179 0.000 0.00
0.0 0.62 33.94 39.4 0.120 15.4 0.87 24.00 0.104 0.095* 0.496
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 150
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.167
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 3
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 3(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 3, STRENGTH I
Sheet # 151
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.168
Bearing : 0.00167.0 5.47 34.25 0.62 33.94 24.00 0.300 1.073 0.000 2.976
Transfer : 2.38155.6 5.27 34.25 2.95 32.77 24.00 0.300 1.008 0.000 0.800
Critical : 2.73153.9 5.22 34.25 3.01 32.75 24.00 0.300 0.990 0.000 0.800
0.1L : 5.20142.0 5.11 32.56 3.41 30.85 24.00 0.300 0.954 0.000 0.800
0.2L : 11.02115.6 4.30 32.00 4.29 29.85 24.00 0.300 0.685 0.000 0.300
0.3L : 16.8489.9 3.24 33.00 4.30 30.85 24.00 0.300 0.329 0.000 0.300
0.4L : 22.6664.6 2.25 34.00 4.30 31.85 24.00 0.300 0.001 0.000 0.300
0.5L : 28.4839.7 1.38 34.00 4.30 31.85 24.00 0.300 0.000 0.000 0.445
0.6L : 34.3064.6 2.25 34.00 4.30 31.85 24.00 0.300 0.001 0.000 0.300
0.7L : 40.1289.9 3.24 33.00 4.30 30.85 24.00 0.300 0.329 0.000 0.300
0.8L : 45.94115.6 4.30 32.00 4.29 29.85 24.00 0.300 0.685 0.000 0.300
0.9L : 51.76142.0 5.11 32.56 3.41 30.85 24.00 0.300 0.954 0.000 0.800
Critical : 54.23153.9 5.22 34.25 3.01 32.75 24.00 0.300 0.990 0.000 0.800
Transfer : 54.58155.6 5.27 34.25 2.95 32.77 24.00 0.300 1.008 0.000 2.976
Bearing : 56.96167.0 5.47 34.25 0.62 33.94 24.00 0.300 1.073 0.000 0.000
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 152
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.169
CAMBER/DEFLECTION
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
At 0.1 x L = 5.20 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.266 2.30 -0.611DL-Prec. (DC) -0.036 3.00 -0.108Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.032 3.00 -0.095DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.560 0.449
Release Mult Erection Mult Final
At 0.2 x L = 11.02 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.534 2.30 -1.227DL-Prec. (DC) -0.072 3.00 -0.216Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.063 3.00 -0.190DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.936 0.631
Release Mult Erection Mult Final
At 0.3 x L = 16.84 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.744 2.30 -1.712DL-Prec. (DC) -0.101 3.00 -0.302Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.088 3.00 -0.265DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 1.193 0.718
Release Mult Erection Mult Final
At 0.4 x L = 22.66 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -0.879 2.30 -2.021DL-Prec. (DC) -0.119 3.00 -0.356Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.346 0.757
Release Mult Erection Mult Final
Sheet # 153
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.170
At 0.5 x L = 28.48 ftPrestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -0.925 2.30 -2.127DL-Prec. (DC) -0.125 3.00 -0.374Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.110 3.00 -0.329DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.395 0.767
Release Mult Erection Mult Final
At 0.6 x L = 34.30 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -0.879 2.30 -2.021DL-Prec. (DC) -0.119 3.00 -0.356Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.346 0.757
Release Mult Erection Mult Final
At 0.7 x L = 40.12 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.744 2.30 -1.712DL-Prec. (DC) -0.101 3.00 -0.302Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.088 3.00 -0.265DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 1.193 0.718
Release Mult Erection Mult Final
At 0.8 x L = 45.94 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.534 2.30 -1.227DL-Prec. (DC) -0.072 3.00 -0.216Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.063 3.00 -0.190DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.936 0.631
Release Mult Erection Mult Final
Sheet # 154
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.171
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
At 0.9 x L = 51.76 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.266 2.30 -0.611DL-Prec. (DC) -0.036 3.00 -0.108Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.032 3.00 -0.095DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.560 0.449
Release Mult Erection Mult Final
At 0.1 x L = 5.20 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.346 2.30 -0.795DL-Prec. (DC) -0.032 3.00 -0.097Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.029 3.00 -0.086DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.486 0.284
Release Mult Erection Mult Final
At 0.2 x L = 11.02 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.694 2.30 -1.596DL-Prec. (DC) -0.065 3.00 -0.196Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.058 3.00 -0.174DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.788 0.300
Release Mult Erection Mult Final
At 0.3 x L = 16.84 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.968 2.30 -2.227DL-Prec. (DC) -0.091 3.00 -0.273Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.081 3.00 -0.242DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 0.986 0.255
Release Mult Erection Mult Final
Sheet # 155
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.172
At 0.4 x L = 22.66 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -1.143 2.30 -2.629DL-Prec. (DC) -0.107 3.00 -0.322Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.095 3.00 -0.286DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.102 0.211
Release Mult Erection Mult Final
At 0.5 x L = 28.48 ftPrestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -1.203 2.30 -2.766DL-Prec. (DC) -0.113 3.00 -0.338Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.100 3.00 -0.301DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.139 0.191
Release Mult Erection Mult Final
At 0.6 x L = 34.30 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -1.143 2.30 -2.629DL-Prec. (DC) -0.107 3.00 -0.322Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.095 3.00 -0.286DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.102 0.211
Release Mult Erection Mult Final
At 0.7 x L = 40.12 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.968 2.30 -2.227DL-Prec. (DC) -0.091 3.00 -0.273Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.081 3.00 -0.242DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 0.986 0.255
Release Mult Erection Mult Final
Sheet # 156
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.173
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
At 0.8 x L = 45.94 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.694 2.30 -1.596DL-Prec. (DC) -0.065 3.00 -0.196Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.058 3.00 -0.174DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.788 0.300
Release Mult Erection Mult Final
At 0.9 x L = 51.76 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.346 2.30 -0.795DL-Prec. (DC) -0.032 3.00 -0.097Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.029 3.00 -0.086DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.486 0.284
Release Mult Erection Mult Final
At 0.1 x L = 5.20 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.266 2.30 -0.611DL-Prec. (DC) -0.036 3.00 -0.108Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.032 3.00 -0.095DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.560 0.449
Release Mult Erection Mult Final
At 0.2 x L = 11.02 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.534 2.30 -1.227DL-Prec. (DC) -0.072 3.00 -0.216Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.063 3.00 -0.190DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.936 0.631
Release Mult Erection Mult Final
Sheet # 157
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.174
At 0.3 x L = 16.84 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.744 2.30 -1.712DL-Prec. (DC) -0.101 3.00 -0.302Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.088 3.00 -0.265DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 1.193 0.718
Release Mult Erection Mult Final
At 0.4 x L = 22.66 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -0.879 2.30 -2.021DL-Prec. (DC) -0.119 3.00 -0.356Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.346 0.757
Release Mult Erection Mult Final
At 0.5 x L = 28.48 ftPrestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -0.925 2.30 -2.127DL-Prec. (DC) -0.125 3.00 -0.374Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.110 3.00 -0.329DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.395 0.767
Release Mult Erection Mult Final
At 0.6 x L = 34.30 ftPrestress 2.342 1.50 3.513 2.20 5.152Self Wt. -0.711 1.50 -1.066 2.40 -1.705Deck + Haunch -0.879 2.30 -2.021DL-Prec. (DC) -0.119 3.00 -0.356Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.631 1.346 0.757
Release Mult Erection Mult Final
Sheet # 158
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.175
At 0.7 x L = 40.12 ftPrestress 2.024 1.50 3.036 2.20 4.453Self Wt. -0.607 1.50 -0.910 2.40 -1.456Deck + Haunch -0.744 2.30 -1.712DL-Prec. (DC) -0.101 3.00 -0.302Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.088 3.00 -0.265DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.418 1.193 0.718
Release Mult Erection Mult Final
At 0.8 x L = 45.94 ftPrestress 1.513 1.50 2.270 2.20 3.329Self Wt. -0.443 1.50 -0.665 2.40 -1.064Deck + Haunch -0.534 2.30 -1.227DL-Prec. (DC) -0.072 3.00 -0.216Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.063 3.00 -0.190DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.070 0.936 0.631
Release Mult Erection Mult Final
At 0.9 x L = 51.76 ftPrestress 0.830 1.50 1.244 2.20 1.825Self Wt. -0.234 1.50 -0.351 2.40 -0.562Deck + Haunch -0.266 2.30 -0.611DL-Prec. (DC) -0.036 3.00 -0.108Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.032 3.00 -0.095DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.595 0.560 0.449
Release Mult Erection Mult Final
Sheet # 159
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.176
ULTIMATE MOMENT
ULTIMATE - Span : 1, Beam : 1, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38376.0 30.5 2.976 268.0 3.5 3.0 1931.8 0.099T 1.00 - - - -
H/2 1.54248.2 30.4 2.149 268.6 2.5 2.1 1410.7 0.072T 1.00 - - - -
0.1L 5.20775.9 31.0 3.442 267.8 4.0 3.4 2251.4 0.115T 1.00 - - - -
0.2L 11.021440.2 32.0 4.340 267.4 5.1 4.3 2887.7 0.144T 1.00 - - - -
0.3L 16.841888.2 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2244.6 2244.6 1.33 -
0.4L 22.662152.5 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2314.6 2314.6 1.33 -
0.5L 28.482216.2 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2292.4 2292.4 1.34 -
0.6L 34.302152.5 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2314.6 2314.6 1.33 -
0.7L 40.121888.2 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2244.6 2244.6 1.33 -
0.8L 45.941440.2 32.0 4.340 267.4 5.1 4.3 2887.7 0.144T 1.00 2219.1 1915.5 1.30 -
0.9L 51.76775.9 31.0 3.442 267.8 4.0 3.4 2251.4 0.115T 1.00 - - - -
H/2 55.42248.2 30.4 2.149 268.6 2.5 2.1 1410.7 0.072T 1.00 - - - -
Transfer 54.58376.0 30.5 2.976 268.0 3.5 3.0 1931.8 0.099T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ftmin Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 160
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.177
ULTIMATE - Span : 1, Beam : 2, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
BR01 - Ultimate Moment, Span 1, Beam 1, STRENGTH I
Sheet # 161
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.178
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38353.4 30.5 2.952 268.5 2.6 2.2 1943.9 0.075T 1.00 - - - -
H/2 1.54233.2 30.4 2.132 269.0 1.9 1.6 1413.7 0.054T 1.00 - - - -
0.1L 5.20729.7 31.0 3.416 268.4 3.0 2.6 2271.3 0.086T 1.00 - - - -
0.2L 11.021356.7 32.0 4.340 268.1 3.8 3.3 2945.5 0.110T 1.00 - - - -
0.3L 16.841782.5 33.0 4.340 268.2 3.8 3.3 3043.2 0.110T 1.00 2244.6 2244.6 1.36 -
0.4L 22.662034.3 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2303.7 2303.7 1.36 -
0.5L 28.482097.9 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2276.0 2276.0 1.38 -
0.6L 34.302034.3 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2303.7 2303.7 1.36 -
0.7L 40.121782.5 33.0 4.340 268.2 3.8 3.3 3043.2 0.110T 1.00 2244.6 2244.6 1.36 -
0.8L 45.941356.7 32.0 4.340 268.1 3.8 3.3 2945.5 0.110T 1.00 2241.1 1804.4 1.31 -
0.9L 51.76729.7 31.0 3.416 268.4 3.0 2.6 2271.3 0.086T 1.00 - - - -
H/2 55.42233.2 30.4 2.132 269.0 1.9 1.6 1413.7 0.054T 1.00 - - - -
Transfer 54.58353.4 30.5 2.952 268.5 2.6 2.2 1943.9 0.075T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ft
min Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 162
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.179
ULTIMATE - Span : 1, Beam : 3, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
BR01 - Ultimate Moment, Span 1, Beam 2, STRENGTH I
Sheet # 163
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.180
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38376.0 30.5 2.976 268.0 3.5 3.0 1931.8 0.099T 1.00 - - - -
H/2 1.54248.2 30.4 2.149 268.6 2.5 2.1 1410.7 0.072T 1.00 - - - -
0.1L 5.20775.9 31.0 3.442 267.8 4.0 3.4 2251.4 0.115T 1.00 - - - -
0.2L 11.021440.2 32.0 4.340 267.4 5.1 4.3 2887.7 0.144T 1.00 - - - -
0.3L 16.841888.2 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2244.6 2244.6 1.33 -
0.4L 22.662152.6 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2314.6 2314.6 1.33 -
0.5L 28.482216.2 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2292.4 2292.4 1.34 -
0.6L 34.302152.6 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2314.6 2314.6 1.33 -
0.7L 40.121888.2 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2244.6 2244.6 1.33 -
0.8L 45.941440.2 32.0 4.340 267.4 5.1 4.3 2887.7 0.144T 1.00 2219.1 1915.5 1.30 -
0.9L 51.76775.9 31.0 3.442 267.8 4.0 3.4 2251.4 0.115T 1.00 - - - -
H/2 55.42248.2 30.4 2.149 268.6 2.5 2.1 1410.7 0.072T 1.00 - - - -
Transfer 54.58376.0 30.5 2.976 268.0 3.5 3.0 1931.8 0.099T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ft
min Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 164
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.181
BR01 - Ultimate Moment, Span 1, Beam 3, STRENGTH I
Sheet # 165
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.182
DESIGN SUMMARY
Span: 1, Beam: 1, Exterior beam
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.21Release Length, ft 58.21
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.31 %Final losses: 12.26 %
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.352 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.047 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.239 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3083.29 2216.20 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Sheet # 166
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.183
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.48 ft
Positive values indicate upward deflection.
Span: 1, Beam: 2, Interior beam
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.333 Midspan 3.375 1.118 MidspanPrecast Bot 4.500 2.573 Transfer 3.375 2.839 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.464 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.686 MidspanPrecast Bot 3.000 1.233 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Prestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -0.925 2.30 -2.127DL-Prec. (DC) -0.125 3.00 -0.374Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.110 3.00 -0.329DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.395 0.767
Release Mult Erection Mult Final
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.21Release Length, ft 58.21
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.31 %Final losses: 12.10 %
Sheet # 167
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.184
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.48 ft
Positive values indicate upward deflection.
Span: 1, Beam: 3, Exterior beam
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.352 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.047 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.239 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3140.92 2097.85 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.531 Midspan 3.375 1.429 MidspanPrecast Bot 4.500 2.581 Transfer 3.375 2.793 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.391 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.775 MidspanPrecast Bot 3.000 1.247 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Prestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -1.203 2.30 -2.766DL-Prec. (DC) -0.113 3.00 -0.338Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.100 3.00 -0.301DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.139 0.191
Release Mult Erection Mult Final
Sheet # 168
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.185
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.21Release Length, ft 58.21
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.31 %Final losses: 12.26 %
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.352 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.047 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.239 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3083.29 2216.21 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.333 Midspan 3.375 1.118 MidspanPrecast Bot 4.500 2.573 Transfer 3.375 2.839 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.464 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.686 MidspanPrecast Bot 3.000 1.233 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Sheet # 169
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.186
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.48 ft
Positive values indicate upward deflection.
Prestress 2.449 1.50 3.674 2.20 5.388Self Wt. -0.746 1.50 -1.119 2.40 -1.791Deck + Haunch -0.925 2.30 -2.127DL-Prec. (DC) -0.125 3.00 -0.374Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.110 3.00 -0.329DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.703 1.395 0.767
Release Mult Erection Mult Final
Sheet # 170
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge spans 1 & 3... .csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 27, 2016 @ 9:16 A.M.187
Project Name:
Client:
Comm. No.: Date: 1/27/16 By: DAP Chkd. By:
BEAM
1 5.388 1.791 0.000 0.767 0.767 2.830
2 5.388 1.791 0.000 0.191 0.191 3.406
3 5.388 1.791 0.000 0.767 0.767 2.830
AVE 5.388 1.791 0.000 0.575 0.575 3.022
AVERAGE DEFLECTIONS - 56' - 11 1/2" spanCAMBER DUE TO PRESTRESS (@ ERECTION) (IN.) "Cpe" "Erection
Prestress"
DEFLECTION DUE TO BEAM WEIGHT (@ ERECTION) (IN.)
"Csw" "Erection Self Wt."
FUTURE WEARING SURFACE DEFLECTION
(@ ERECTION) (IN.) "Sdwe" "Erection DL-Comp (DW)"
RESIDUAL CAMBER (INCLUDING FUTURE
WS) (@ ERECTION) (IN.) "Cte" "Erection Total"
RESIDUAL CAMBER (EXCLUDING FUTURE
WS) (@ ERECTION) (IN.)
United States Army Corps of Engineers
SUPER IMPOSED DEAD LOAD
DEFLECTION (@ ERECTION) (IN.)
Filename: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\[FMM DIS CAMBER.xls]CAMBER SPAN 1 & 3
Fargo Moorhead Municipal Diversion Inlet StructureFargo Moorhead Diversion Authority
CAMBER SPAN 1 & 3188
Project Name:
Client:
Comm. No.: Date: 1/27/16 By: DAP Chkd. By:
PROFILE OFFSET X-SLOPE TOP OF SLAB BOT OF STOOL TOP OF BM RESID TOP OF STOOL
ELEV. FROM AVG. dH SLAB HEIGHT SLAB HEIGHT TANGENT CAMBER BEAM HEIGHT
PROFILE* ELEV. ELEV. LINE ELEV. ELEV.
(FT.) (FT.) (FT/FT) (FT.) (FT.) (IN.) (FT.) (IN.) (FT.) (FT.) (FT.) (IN.)
BRG @ ABUTMENT +0.00 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 3.000 929.813 0.00 929.813 3.00
1/4 PNT +14.19 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.04 929.849 2.57
1/2 PNT +28.38 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.05 929.861 2.43
3/4 PNT +42.56 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.04 929.850 2.57
BRG @ PIER +56.75 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 3.000 929.813 0.00 929.814 2.99
BRG-BRG L: 56.96 Ft. Residual Camber: 0.58 Inches Tangent Slope: 0.0034 ft./ft.
Profile:
Point Station Elevation G1 (%) G2 (%) Length M
START
0.00
PVC 0.00 0.000
PVI 0.000 0.000
PVT 0.00 #DIV/0!
0.00 MINIMUM STOOL IN SPANS 1 & 3
PVC 0.00 #DIV/0! 0.02
PVI 0.000 0.0000 0.000 1.80
PVT 0.00 #DIV/0! (MNDOT LRFD 5.4.1)
0.00
PVC 0.00 #DIV/0!
PVI 0.000 0.0000 0.000
PVT 0.00 #DIV/0!
0.00
END #DIV/0!
* Indicates information that must be known and entered
MIN. STOOL
THEORECTICAL STOOL HEIGHTS - SPANS 1 & 3 Beam 1 or 3
United States Army Corps of Engineers
Use Minimum stool of 2"
Filename: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\VehicleService Bridge design\[FMM DIS CAMBER.xls]CAMBER SPAN 1 & 3
Fargo Moorhead Metro Dviersion Inlet Structure
Fargo Moorhead Diversion Authority
POINT STATION
CROSS SLOPE
189
United States Army Corps of Engineers
Designed By: DAPChecked By: ___
Anchorage Zone Reinforcement:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle BridgeSpans 1 & 3
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Follows MnDOT LRFD example pg. 5-91 (AASHTO 5.10.10)
fpu 270 ksi tensile strength (conspan)
fpj 0.75 fpu fpj 202500.00 psi initial prestress
Nstd 20 number of strands in beam x-sec (conspan)
Astd 0.217 in2 area of one strand (conspan)
Aps Nstd Astd Aps 4.34 in2 area of prestressed steel
Pi fpj Aps total prestressing force at transfer
Pi 878850.00 lbf
Factored design splitting force:
Pb 1.0 0.04 Pi Pb 35.15 kip
Amount of splitting resistance reinforcement:
fs 20 ksi steel stress used for determining resisting reinf.
AsPb
fs As 1.76 in2
Steel should be located at the end of the beam within h/4:
h 27in height of beam
h
40.56 ft distance from end of beam to end of resisting reinf.
1/27/2016 FMM DIS Anchorage Zone Reinf spans 1 & 3.xmcd\\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure
\Design\Vehicle Service Bridge design\
190
United States Army Corps of Engineers
Designed By: DAPChecked By: ___
Number of double legged stirrups:stirrup sizes:
Ab19 0.44 in2 Nstrps19As
2 Ab19 Nstrps19 2.00
Ab16 0.31in2 Nstrps16As
2 Ab16 Nstrps16 2.83
Ab13 0.20in2 Nstrps13As
2 Ab13 Nstrps13 4.39
Select reinforcement:
Sedge 2in
Nsets 11
Soc 2.5in 2.5 inch min. spacing for bursting reinforcement
Check distance with stirrups used:
dist Sedge Nsets 1 Soc dist 2.25 ft h
40.56 ft
Checkdist if disth
4 "Adjust Stirrup spacing to fill h/4" "Stirrup spacing = 2.5 in."
Checkdist "Stirrup spacing = 2.5 in."
Provide 11 sets of #4 stirrups spaced at 0'-2 1/2" O.C. Placement starts at 0'-2" from the beam ends andends at 2'-3" from the beam ends. The first 1 is 2-G505E placed 0'-2" in from beam end. The remaining 10sets are 2-G508E each spaced at 2.5" O.C.
Confinement Reinforcement and Vertical Shear Reinforcement:
Starts at 0'-2" in from beam end to match bursting reinf and finishes at 1.5d minimum at 0'-6" spacing perAASHTO section 5.10.10.2.
d h h 27.00 in depth of beam 1.5d 3.37 ft
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From 0' - 2" to 2' - 3": Provide 2-G403E and 1-G507E every 0'-2 1/2" O.C. to match G505E or G508E
From 2' - 3" to 6' - 3": Provide 2-G403E and 1-G507E every 0'-6" O.C. to match G508E
From 6' - 3" to 28 ' - 11": Provide 2-G403E every 1' - 4" O.C. to match G402E
From 28' - 11" to 29' - 0 1/2": Provide 2-G403E every 0' - 4.5" O.C. to match G402E
From 29' - 0 1/2" to 29' - 3 1/2": Provide 2-G403E every 0' - 4.5" O.C. to match G402E
From 29' - 3 1/2" to 51 ' - 11 1/2": Provide 2-G403E every 1' - 4" O.C. to match G402E
From 51' - 11 1/2" to 55' - 11 1/2": Provide 2-G403E and 1-G507E every 0'-6" O.C. to match G508E
From 55' -11 1/2" to 58' - 0 1/2": Provide 2-G403E and 1-G507E every 0'-2 1/2" O.C. to match G505E or G508E
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Beam Sheet Information 27M:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Service BridgeSpans 1 & 3
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Strand Location:
number of straight stands per row:
Qty in Row Row Height Qty in Row Row Height
R1 10 h1 2in R4 0 h4 8inR2 6 h2 4in R5 0 h5 10inR3 0 h3 6in
Sstr R1 R2 R3 R4 R5 Sstr 16 total number of straight strands
number of draped stands per row:
Qty in Row Row Height Qty in Row Row Height
DR1 2 dh1 3in DR51 2 dh51 23inDR2 2 dh2 5in DR49 2 dh49 25inDR3 0 dh3 7in DR47 0 dh47 20inDR4 0 dh4 9inDR5 0 dh5 11inDR6 0 dh6 13inDR7 0 dh7 15in
Sdra DR1 DR2 DR3 DR4 DR5 DR6 DR7 Sdra 4 total number of draped strands
total number of strands:
Stot Sstr Sdra Stot 20 total number of stands
**Designer may need to adjust all Y-dist equations to incorporate all inputted values.
Straight strands Y-dist at center line of span:
Ystr_cntR1 h1 R2 h2 R3 h3 R4 h4 R5 h5
Sstr Ystr_cnt 2.75 in
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Draped strands Y-dist at center line of span:
Ydra_cntDR1 dh1 DR2 dh2 DR3 dh3 DR4 dh4 DR5 dh5 DR6 dh6 DR7 dh7
Sdra
Ydra_cnt 4.00 in
Draped strands Y-dist at ends of span:
Ydra_endDR51 dh51 DR49 dh49 DR47 dh47
Sdra
Ydra_end 24.00 in
Total strands Y-dist at center line of span:
YtotstrR1 h1 R2 h2 R3 h3 R4 h4 R5 h5
Stot Ytotstr 2.20 in
YtotdraDR1 dh1 DR2 dh2 DR3 dh3 DR4 dh4 DR5 dh5 DR6 dh6 DR7 dh7
Stot Ytotdra 0.80 in
Ytot Ytotstr Ytotdra Ytot 3.00 in
Camber Diagram
Beam B1 & B3
Cpe 5.388 in camber from prestress erection
Csw 1.791 in camber from self weight (beam) erection
Cint Cpe Csw Cint 3.60 in Initial Total Camber
Cte 0.767 in Residual camber (including future wearing surface)
CDWe 0.000 in camber from DL Comp DW erection
Cres Cte CDWe Cres 0.77 in Residual Camber
CDL Cint Cres CDL 2.83 in Est. Dead LoadDeflection
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Approximate weight of beam: Initial Prestress:
ABM 516in2 cross-sectional area of beam fpu 270.0ksi initial tensile strength
As 0.217in2 area of one strand
γc 155lb
ft3 density of concrete Stot 20 number of strands
Pint 0.75 fpu As Stot Pint 878850.00 lbf
LBM 58.21ft beam length for Beams B1, B2 & B3
WtBM_B1 ABM γc LBM WtBM_B1 16.17 ton
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OCTOBER 2006 LRFD BRIDGE DESIGN 3-15
Table 3.4.1.2 Maximum Unfactored HL-93 Live Load Moments, Shears, and Reactions Simple Spans, One Lane, w/o Dynamic Load Allowance
Moments Shears and End Reactions Span (ft) Truck
(kip-ft) Tandem (kip-ft)
Lane (kip-ft)
Span Pt. (%)
Truck (kip)
Tandem (kip)
Lane (kip)
42 485.2 474.8 139.7 0.45 56.0 47.6 13.4
44 520.9 499.5 153.3 0.45 56.7 47.7 14.1
46 556.5 524.3 167.6 0.45 57.4 47.8 14.7
48 592.2 549.0 182.5 0.45 58.0 47.9 15.4
50 627.8 573.8 198.0 0.45 58.6 48.0 16.0
52 663.4 598.5 214.2 0.45 59.1 48.1 16.6
54 699.1 623.3 230.9 0.45 59.6 48.1 17.3
56 734.7 648.0 248.4 0.45 60.0 48.2 17.9
58 770.4 672.8 266.4 0.45 60.4 48.3 18.6
60 806.0 697.5 285.1 0.45 60.8 48.3 19.2
62 841.6 722.3 304.4 0.45 61.2 48.4 19.8
64 877.3 747.0 324.4 0.45 61.5 48.4 20.5
66 912.9 771.8 345.0 0.45 61.8 48.5 21.1
68 948.6 796.5 366.2 0.45 62.1 48.5 21.8
70 984.2 821.3 388.1 0.45 62.4 48.6 22.4
75 1070.0 887.5 450.0 0.50 63.0 48.7 24.0
80 1160.0 950.0 512.0 0.50 63.6 48.8 25.6
85 1250.0 1012.5 578.0 0.50 64.1 48.8 27.2
90 1340.0 1075.0 648.0 0.50 64.5 48.9 28.8
95 1430.0 1137.5 722.0 0.50 64.9 48.9 30.4
100 1520.0 1200.0 800.0 0.50 65.3 49.0 32.0
110 1700.0 1325.0 968.0 0.50 65.9 49.1 35.2
120 1880.0 1450.0 1152.0 0.50 66.4 49.2 38.4
130 2060.0 1575.0 1352.0 0.50 66.8 49.2 41.6
140 2240.0 1700.0 1568.0 0.50 67.2 49.3 44.8
150 2420.0 1825.0 1800.0 0.50 67.5 49.3 48.0
160 2600.0 1950.0 2048.0 0.50 67.8 49.4 51.2
170 2780.0 2075.0 2312.0 0.50 68.0 49.4 54.4
180 2960.0 2200.0 2592.0 0.50 68.3 49.4 57.6
190 3140.0 2325.0 2888.0 0.50 68.5 49.5 60.8
200 3320.0 2450.0 3200.0 0.50 68.6 49.5 64.0
198
United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
Expansion Bearing design:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Bridge
MnDot LRFD Bridge Design ManualNDDOT LRFD Bridge Design Manual2014 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
*The figure is for a steel beam so for a prestressedbeam the sole plate is cast in the prestressedbeam.
Material Properties
Fy 36 ksi Yield strength of the steel plates
Geometry and Material Properties Temperatures
Lexpan 60 ft 0 in Expansion length (span length from bearing to bearing of expansion bearings)
αconc6.0 10 6
deg Coefficient of concrete thermal expansion per MnDOT LRFD Manual section
14.2.1 page 14-2
Design Loads
PDL 55.36 kip Maximum Dead Load
PDL_min 48.69 kip Minimum Dead Load - use for Minimum Compressive Load Check
PLL_max 56.09 kip Maximum Live Load
PLL_min 0 kip Minimum Live Load
Ps PDL PLL_max Ps 111.45 kip The Bearing Is Sized with Service Limit State Loads
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The Minimum Compressive Load Check Is Made WithStrength I Limit State LoadsPu 0.9 PDL_min 1.75 PLL_min Pu 43.82 kip
Design Temperatures
Tchange 80 deg Minimum temperature per NDDOT LRFD Manual section IV-04.14.02 Expansion Joints [Table3.4.1-1]. "For concrete bridge a temperature range of 80F (0F to 80F) shall be used.
Movement For Minimum Compressive Stress (Load Factor = 1.0)
Δu 1.0 Tchange αconc Lexpan Δu 0.35 in
Movement For Shear Deflection (Load Factor = 1.0) per NDDOT LRFD Manual section IV-04.14.02 ExpansionJoints [Table 3.4.1-1].
Per NDDOT LRFD Manual IV-04.14.03.02.01 "Based on pastperformance, a load factor equal to 1.0 is used with a 75Ftemperature change and the maximum shear modulus tocalculate Hu."
Δs 1.0 Δu Δs 0.35 in
Size The Elastomeric Bearing Pad
hrt 1.0 Δs hrt 0.35 in Per NDDOT LRFD Manual IV-04.14.03.02.01 "Based on pastperformance, a load factor equal to 1.0 is used with a 75Ftemperature change and the maximum shear modulus tocalculate Hu."
Material Thickness
tcover 0.25 in Thickness of elastomeric cover per MnDOT Standard Plate B311 "SectionThrough Elastomeric Bearing Pad" detail
tlam 0.50 in Thickness of internal laminate per MnDOT Table 14.7.2 page 14-14
tsteel 0.125 in Thickness of steel plate per MnDOT Standard Plate B311 Table.
Calculate The Number of Internal Laminates Needed
Nlamhrt 2 tcover
tlam Nlam 0.31
N_lam 1 Round the calculated number of laminates up
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Calculate The Number of Steel Plates Needed
Nsteel N_lam 1 Nsteel 2
Total Elastomer Thickness
hrt_total 2 tcover N_lam tlam hrt_total 1.00 in
Height of Reinforced Elastomeric Bearing Pad
D hrt_total Nsteel tsteel D 1.250 in
Shape Factor for Internal Laminate & Cover Layer Check
a 10 in Bearing pad width per MnDOT Table 14.7.2 page 14-14
b 16 in Bearing pad length per MnDOT Table 14.7.2 page 14-14
Slama b
2 tlam a b Slam 6.2
Scheck if 5 Slam 10 "OK" "Redesign" Scheck "OK"
Scovera b
2 tcover a b Scover 12.3
Pad Dimensional/Stability Check
Stabiltycheck_1 if 3 hrt_total a "OK" "Redesign" Stabiltycheck_1 "OK"
Stabiltycheck_2 if 2.5 a b "OK" "Redesign" Stabiltycheck_2 "OK"
Maximum Compressive Stress Check
Gmin 0.115ksi minimum shear modulus for 55 durometer elastomer per NDDOTIV-04.14.03.02.
Gmax 0.165ksi maximum shear modulus for 55 durometer elastomer per NDDOTIV-04.14.03.02.
σs_max 1.0 Gmin Slam σs_max 0.71 ksi
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σs if σs_max 1.0 ksi 1.0 ksi σs_max σs 0.71 ksi
Ps_max σs a b Ps_max 113.23 kip
CheckPs_max if Ps_max Ps "OK" "Redesign" CheckPs_max "OK"
Compressive Deflection Check
σDLPDL
a b σDL 0.35 ksi
σSLPs
a b σSL 0.70 ksi
The intial compressive deflection of a single interior laminate under total load is:
εtl 0.036 Total load strain Per 2014 AASHTO section 14.7.6.3.3 page 14-73 figure C14.7.6.3.3-1 ---Stress-StrainCurves with Shape Factor of 6.2
εdl 0.015 Dead load strain Per 2014 AASHTO section 14.7.6.3.3 page 14-73 figure C14.7.6.3.3-1 ---Stress-StrainCurves with Shape Factor of 12.3
εlimit 0.09 Per 2014 AASHTO section 14.7.6.3.3 page 14-73 1st paragraph
Check if εlimit εtl "OK" "Redesign" Check "OK"
With two interior laminate and two cover layers the dflection under total load is:
Δtl 2 tlam εtl 2 tcover εtl Δtl 0.05 in
With two interior laminate and two cover layers the deflection under total load is:
Δtl_cover 2 tlam εtl 2 tcover εtl Δtl_cover 0.05 in
The deflection under dead load is:
Δdl_cover 2 tlam εdl 2 tcover εdl Δdl_cover 0.02 in
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The deflection due to creep is:
Δcreep 0.3 Δdl_cover Per 2014 AASHTO Table 14.7.6.2-1 - Correlated Material Properties page 14-71
Δcreep 0.01 in
The difference between the two deflections is the estimated live load deflection. The total deflection due to live load pluscreep should be no greater than 1/8 inch.
Δll Δtl Δdl_cover Δll 0.03 in
Δll Δcreep 0.04 in
Check if Δll Δcreep 0.125 in "OK" "Redesign" Check "OK"
Minimum Compressive Stress Check
Pu_min5 Gmax a b Δu
hrt_total Pu_min 45.62 kip
CheckPu_min if Pu_min 1.05Pu "OK" "Redesign" CheckPu_min "OK"
Check Service and Fatigue of Steel Plates
hmax tlam 0.50 inhs3 hmax σs
Fy
σsPs
a b σs 0.70 ksi
Min_hs3 hmax σs
Fy Min_hs 0.03 in
Checksteel_plates if Min_hs tsteel "OK" "Redesign" Checksteel_plates "OK"
hs2 hmax σL
ΔFTH
ΔFTH 24 ksi Detail Category per A AASHTO Table 6.6.1.2.3-1 page 6-37 and Table 6.6.1.2.5-3 page 6-51
Note that the live load used for this check is not based on reactions from the fatigue truck. Rather, it is the total live load forthe service limit state.
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σLPLL_max
a b σL 0.35 ksi
Min_hs_LL2 hmax σL
ΔFTH Min_hs_LL 0.01 in
Checksteel_plates if Min_hs_LL tsteel "OK" "Redesign" Checksteel_plates "OK"
a 10.00 in Bearing pad width Nsteel 2.00 Number of steel laminates needed
b 16.00 in Bearing pad length tcover 0.25 in Thickness of elastomeric cover
tlam 0.50 in Thickness of internal laminate tsteel 0.125 in Thickness of steel plate
D 1.25 in Thickness of Reinforced Elastomeric Bearing Pad
Use a 10" x 16" x 1-1/4" bearing pad, composed of (2) two 1/4 inch cover laminates, (1) one 1/2" interior laminate and (2) two1/8 inch steel plates.
Curved Plate Design
The thickness of the plate is J. The curved plate has a width (H), which is equal to the width of the bearing pad. The length (G)is determined in an iterative process with the thickness. Begin by checking the thickness for a curved composite plate with alength of 4.5 inches. If thickness of the bearing plate is more than 2 inches, increase the length of the curved plate until thebearing plate thickness and composite plate thickness are approximately equal.
H 16 in Curved plate width Pintle 1.5 in Pintle diameter
Gplate 4.5 in Curved plate length Bevel_of_plate 0.25 in
First, determine the radius of the contact surface. The radius of the curved plate is a function of the yield strength of the steeland the load intensity. The contact length of the sole plate with the curved plate is equal to the curved plate width minus thepintles and bevels. Refer to figure below.
Contact length Lsp is equal to
Lsp H 2 Pintle 2 Bevel_of_plate 2 Bevel_of_plate
Lsp 12.00 in
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Based on past satisfactory performance of curved plate bearing assemblies, the minimum radius permitted is determinedwith LRFD Equation C14.7.1.4-1 and C14.7.1.4-2. Start by assuming radius is 12.5 inches or less, so use the first equation.Rearranging the equation to solve for d, and dividing by 2 (to compute a radius) results in the following:
Rmin
10Ps
Lsp
0.6 Fy 13 ksi Rmin 6.730 in Rmin is less than 12.5 in so the assumption is correct
The radius of curved plates is to be no less than 16 inches. Therefore, specify the minimum radius for the curved plate to be16 inches.
The required thickness of the curved composite plate is found using a simple model where a uniform load is applied to thebottom of the plate and the reaction is a line load. See Figure 14.8.2.3.
Pressure on the composite plate is:
σcpPs
H Gplate σcp 1.55 ksi
The maximum moment on a 1 inch strip of the composite plate is:
Mcp σcpGplate
2
Gplate
4 Mcp 3.92 kip
in
in
The maximum allowable bending stress from Table 10.32.1A of the Standard Specifications is used to size the plate:
fs 0.55 Fy fs 19.80 ksi
The required composite plate thickness is found by finding the thickness of plate that has sufficient section modulus tocarry the moment.
Sreq_cpMcp
fs Sreq_cp 0.198
in3
in
Minimum_Hcp 6 Sreq_cp Minimum_Hcp 1.090 in
The standard curved plate thickness is 11/4 inches. Since composite action is assumed and the bearing plate thickness willbe more than 1/8 inch, use a 11/4 inch thick curved plate (J).
J 1.25 in
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Bearing Plate Design
Now determine the thickness of the bearing plate. The bearing plate has plan dimensions that are slightly larger than thebearing pad to provide adequate space for the attachment of knock-off weld studs. One inch is provided on all sides for thispurpose.
E b 1 in 2 E 18.00 in Bearing Plate width
C a 1 in 2 C 12.00 in Bearing Plate length
The bearing plate is assumed to act as a cantilever that carries the bearing pad pressure back to the curved plate. Thecantilever length is half the difference in length between the bearing pad and the curved plate.
Lcra
2
Gplate
2 Lcr 2.75 in
Mbp σsLcr
2
2 Mbp 2.63 kip
in
in
Use the same procedure that was used to arrive at a curved plate thickness. Note that the minimum thickness for bearingplates is 11/2 inches per MnDOT.
Sreq_bpMbp
fs Sreq_bp 0.133
in3
in
Minimum_Hbp 6 Sreq_bp Minimum_Hbp 0.893 in
Use a 11/2 inch thick bearing plate. F 1.50 in
Expansion Bearing Summary
a 10.00 in C 12.00 in L D F J Expansion bearing assembly thickness
b 16.00 in E 18.00 in L 4.00 in
D 1.25 in F 1.50 in
Nsteel 2.00 Gplate 4.50 in
tsteel 0.125 in Slam 6.2
N_lam 1.00 H 16.00 in
tlam 0.50 in J 1.25 in
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United States ArmyCorps of Engineers
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Fixed Bearing design:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Bridge
MnDot LRFD Bridge Design ManualNDDOT LRFD Bridge Design Manual2014 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Material Properties
Fy 36 ksi Yield strength of the steel plates
Geometry and Material Properties Temperatures
Lexpan 60 ft 0 in Expansion length (span length from bearing to bearing of fixed bearings)
αconc6.0 10 6
deg Coefficient of concrete thermal expansion per MnDOT LRFD Manual section
14.2.1 page 14-2
bf 26 in Bottom flange width for a MnDOT 27M prestressed concrete beam
Design Loads
PDL 55.36 kip Maximum Dead Load
PDL_min 48.69 kip Minimum Dead Load - use for Minimum Compressive Load Check
PLL_max 56.09 kip Maximum Live Load
PLL_min 0 kip Minimum Live Load
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Ps PDL PLL_max Ps 111.45 kip The Bearing Is Sized with Service Limit State Loads
The Minimum Compressive Load Check Is Made WithStrength I Limit State LoadsPu 0.9 PDL_min 1.75 PLL_min Pu 43.82 kip
Design Temperatures
Tchange 80 deg Minimum temperature per NDDOT LRFD Manual section IV-04.14.02 Expansion Joints [Table3.4.1-1]. "For concrete bridge a temperature range of 80F (0F to 80F) shall be used.
Allowable Compressive Stress for Cotton-duck pads
σS 3.0 ksi Per AASHTO section 14.7.6.3.2 page 14-72 Eqn 14.7.6.3.2-5
σL 2.0 ksi Per AASHTO section 14.7.6.3.2 page 14-72 Eqn 14.7.6.3.2-6
B 16 in Bearing pad length
Allowable_σS 1.10 σS Allowable_σS 3.30 ksi
Using the vertical load, the allowable compressive stress, and width (B) of the bearing pad, a trial length (A) can be found.
APs
Allowable_σS B A 2.11 in
Try a bearing pad with the following dimensions:
A 10 in Bearing pad width
B 16.00 in Bearing pad length
D 0.50 in Bearing pad thickness
Then the maximum service load stress under total load is:
Actual_σSPs
A B Actual_σS 0.70 ksi
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Checkcompressive_stress if Actual_σS Allowable_σS "OK" "Redesign"
Checkcompressive_stress "OK"
There are two geometric checks on the bearing pad to ensure that it has good proportions. First, in plan, the length of the longside can be no more the 2.5 times the length of the short side.
Checklongside_proportion if B 2.5 A "OK" "Redesign"
Checklongside_proportion "OK"
Second, the height of the elastomeric portion can be no more than 1/3 the length of the short side of the pad per AASHTO14.7.6.3.6 page 14-76.
Checkthickness_proportion ifA
3D "OK" "Redesign"
Checkthickness_proportion "OK"
MnDOT specifies a range of permissible values for the shape factor (S). The shape factor shall be between 5.0 and 8.0 perMnDOT page 14-23.
Actual_SA B
2 A B D Actual_S 6.15
Checkshape_factor if 5 Actual_S 8.0 "OK" "Redesign"
Checkshape_factor "OK"
Curved Plate Design
Set the curved plate width 2 inches wider than the bearing pad.
H B 2 in H 18.00 in
The all around weld, together with the friction between plates, causes the curved plate and bearing plate to act compositely.Therefore, the thickness for design can be considered to include the curved plate thickness plus the bearing plate thickness.
Begin by checking the thickness for a curved composite plate with a length of 4.5 inches. If the thickness of the bearing plateis more than 2 inches, increase the length of the curved plate until the bearing plate thickness and composite plate thicknessare approximately equal. After 4.5 inches, try 6 inches. If 6 inches does not work, increase length by increments of 2 inchesthereafter.
G 4.5 in Curved plate length
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\Design\Vehicle Service Bridge design\
209
United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
The radius of the contact surface is the first parameter to determine for the curved plate. The radius of the curved plate is afunction of the yield strength of the steel and the load intensity.
The contact length of the sole plate with the curved plate is equal to the sole plate width minus the chamfers at each side, thepintles, and the associated bevels around each of the pintles.
Contact length Lsp is equal to
Lsp H 2 0.125 in 2 0.75 in 2 1.75 in 2 0.25 in Lsp 11.75 in
Based on past satisfactory performance of curved plate bearing assemblies, the minimum radius permitted is determinedwith LRFD Equation C14.7.1.4-1 and C14.7.1.4-2. Start by assuming radius is 12.5 inches or less, so use the first equation.Rearranging the equation to solve for d, and dividing by 2 (to compute a radius) results in the following:
Rmin
10Ps
Lsp
0.6 Fy 13 ksi Rmin 6.87 in
Checkminimum_radius if Rmin 12.5 in "OK" "Redesign"
Checkminimum_radius "OK"
The radius of curved plates is to be no less than 16 inches. Therefore, specify the minimum radius for the curved plate to be16 inches. The required thickness of the curved composite plate is based on a simple model in which a uniform pressure isapplied to the bottom of the plate and the reaction is a line load.
Pressure on the composite plate is:
σcpPs
G H σcp 1.38 ksi
Maximum moment on the composite plate on a 1 inch wide strip is:
Mcp σcpG
2
G
4 Mcp 3.48 kip
in
in
The required curved composite plate thickness is determined by finding the thickness of plate that has sufficient section moduluto carry the moment. (i.e., σ = M/S, rearranged to S = M/σ). Past designs based on allowable stress have performed well. Sizethe plate with the maximum allowable bending stress permitted in the Standard Specifications C14.7.1.4 page 14-44.
fs 0.55 Fy fs 19.80 ksi
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\Design\Vehicle Service Bridge design\
210
United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
The required section modulus is:
Sreq_cpMcp
fs Sreq_cp 0.18
in3
in
Solving for thickness, J
Jminimum_cp 6 Sreq_cp Jminimum_cp 1.03 in
Use curved plate with thickness J = 11/4 inches.
G 4.50 in H 18.00 in J 1.25 in
Bearing Plate Design
The length (C) is set at 2 inches longer than the pad length. This provides room for the keeper studs to be attached to thebottom of the bearing plate. The width (E) is set 8 inches greater than the beam bottom flange width. This provides room oneach side for the anchor rods.
E bf 8 in E 34.00 in Bearing plate length
C A 2 in C 12.00 in Bearing plate width
The bearing plate is assumed to act as a cantilever that carries the bearing pad pressure back to the curved plate. Thecantilever length is half the difference in length between the bearing pad and the curved plate.
LcrA
2
G
2 Lcr 2.75 in
Mbp Actual_σSLcr
2
2 Mbp 2.63 kip
in
in
Use the same procedure that was used to arrive at a curved plate thickness. Note that the minimum thickness for bearingplates is 11/2 inches.
The required section modulus is:
Sreq_bpMcp
fs Sreq_bp 0.18
in3
in
Solving for thickness, J
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\Design\Vehicle Service Bridge design\
211
United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
Jminimum_bp 6 Sreq_bp Jminimum_bp 1.03 in
Use bearing plate with thickness F = 11/2 inches. F 1.50 in
Anchor Rods /Pintles
The standard 11/2 inch anchor rods and pintles with Detail B310 have a service load capacity of 70 kips. For many projects,such as the superstructure assumed for this design example, the capacity of the anchor rods and pintles will be adequate byinspection. For projects where two or more piers are fixed or where significant longitudinal forces are anticipated, evaluatethe capacity of the anchor rods and pintles. The anchor rod offset dimension (M) is to be calculated such that the anchor rodsare located along the beam centerline of bearing. In this case, the skew is zero, so M = 0 inches.
Fixed Bearing Design Summary:
A 10.00 in G 4.50 in
B 16.00 in H 18.00 in
D 0.50 in J 1.25 in
Actual_S 6.2 L D F J Fixed bearing assembly thickness
C 12.00 in L 3.25 in
E 34.00 in
F 1.50 in
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\Design\Vehicle Service Bridge design\
212
.?it Minnesota Department of Transportation
{~ ~ MS610 ~"vroFref>..~e;,q_o 3485 Hadley Avenue North
Oakdale, MN 55128
Memo TO:
FROM:
DATE:
Bridge Design Engineers Construction Managers Group (CMG) Resident Engineers
Kevin Western ~ -~ · State Bridge Des1gn Engineer
April 12, 2012
Office Tel: (651) 366-4506 Office Fax: (651) 366-4497
MEMO TO DESIGNERS (2012-01 ): Discontinued Usage of Plain Elastomeric Bearing Pads and Substitution with Cotton-Duck Bearing Pads
In light of some recent excessive deformations of plain elastomeric bearing pads (PEP), the use of PEP will be limited. At this time, the precise cause of the performance issue has not been determined. Further research is being completed by the AASHTO Bearing Committee to isolate the source of the issue. When the research is complete, final guidance on plain elastomeric bearing pads will be issued. The guidance provided in this memo should be used in the interim.
Plain elastomeric bearing pads are used at fixed bearing assemblies and at integral abutments. There will be no change to the use of PEP at integral abutments. Because the bearing pads are confined by the concrete and the polystyrene, the amount of deformation is limited and is not a concern.
For all fixed curved plate bearing assemblies for both steel and prestressed beams, replace the plain elastomeric bearing pad with a cotton-duck bearing pad (COP) of the same size as required for a PEP. COP are preformed pads that are produced in large sheets and cut to size for specific bridge applications. COP are reinforced with closely spaced layers of cotton-duck and typically display high compressive stiffness and strength, obtained by the use of very thin elastomeric layers. These pads are often used on railroad structures due to their high compressive strengths.
Cotton-duck pads must be manufactured and tested under compression in accordance with Military Specification MIL-C-882E, except where superseded by the current AASHTO LRFD Bridge Design Specifications Article 14.7.6.2 or by this memo. The minimum low-temperature grade of elastomer for cotton-duck pads is Grade 3.
This change to the bearing pads is effective for all bridges where the bearings have not yet been installed. For bridges still in the design phase that utilize standard detail B31 0 or B354, include revised special provision SB2012-37 41 that is attached to this memo. For projects that have been submitted to CO, but not yet let, an addendum will be necessary. For projects that have already been let, please coordinate and assist the districts to obtain COP through the
An Equal Opportunity Employer Page 1 of 2
0 0 0 213
supplemental agreement process. As a minimum, these changes will be in effect for the entire 2012 construction season. This guidance will remain in place until final guidance supersedes this memo.
If you have any questions contact myself or Arielle Ehrlich at (651) 366-4515.
Thank you.
cc: Dave Conkei/Local Consultants Dave Dufresne/PACAL Industries, LLC Bob Timpane/Construction Materials Inc. Craig Kirks/D.S. Brown Jim Kochsiek (MS 645) Steve Grover (MS 645)
An Equal Opportunity Employer
0 0 Page 2 of 2
0 214
Use on all jobs requiring Elastomeric Bearing Pads. (1) Use where standard details B310 and B354 are used.
SB- (3741) ELASTOMERIC BEARING PADS
Apply the provisions of 3741 except as modified below:
Replace the first sentence in 3 7 41.2A with the following:
Created: 3/22/2002 Revised: 4/12/2012 (7)
Provide elastomer for bearing pads meeting the requirements of AASHTO M 251 with durometer hardness of 60 ±5 on the Shore "A" scale. Provide elastomer compounds classified as low-temperature Grade 4 meeting the grade requirements of AASHTO LRFD Bridge Design Specifications, Table 14.7.5.2-1, "Low temperature Zones and Minimum Grade of Elastomer."
Delete all of 3 7 41.2B 1 except for the last paragraph.
Utilize cotton-duck bearing pads (CDP) where standard details B310 and B354 are used. Test and manufacture CDP in accordance with Military Specification MIL-C-882E, except where superseded by the current AASHTO LRFD Bridge Design Specifications Article 14.7.6.2 or by Memo to Designers (2012-01). For CDP, provide elastomer compounds classified as low-temperature Grade 3.
215
2015 Silverado 1500 Models & Specs
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* The Manufacturer's Suggested Retail Price excludes destination freight charge, tax, title, license, dealer fees and optional equipment. Click here to see all Chevrolet vehicles' destination freight charges.Click here to see the 2015 City Express destination freight charge. Click here to see the 2015 Colorado destination freight charge.
***The Manufacturer's Suggested Retail Price excludes tax, title, license, dealer fees and optional equipment. Includes destination freight charge and gas guzzler tax.
Double Cab, Std. BoxMSRP from $30,130
WT LS LTZ Z71
Dimensions WT LS LTZ Z71
Height, Overall (2WD) 73.87 in. 73.87 in. 73.87 in.
Height, Overall (4WD) 73.90 in. 73.90 in. 73.90 in.
Ground Clearance (2WD) 8.47 in. 8.47 in. 8.47 in.
Ground Clearance (4WD) 8.87 in. 8.87 in. 8.87 in.
Cargo Box (Area) Height 21.10 in 21.10 in 21.10 in
Cargo Box Length @ Floor 78.87 in 78.87 in 78.87 in
Cargo Box Width @ Wheelhousings 51.03 in 51.03 in 51.03 in
Cargo Volume 61.0 ft 61.0 ft 61.0 ft
Cab to Axle 41.50 in 41.50 in 41.50 in
Front Bumper to Back of Cab 141.37 in 141.37 in 141.37 in
Length, Overall 230.03 in 230.03 in 230.03 in
Wheelbase 143.5 in 143.5 in 143.5 in
Width, Max w/o mirrors 80.0 in 80.0 in 80.0 in
Front Head Room 42.80 in 42.80 in 42.80 in
Front Hip Room 60.73 in 60.73 in 60.73 in
Front Leg Room 45.27 in 45.27 in 45.27 in
Front Shoulder Room 65.93 in 65.93 in 65.93 in
Passenger Capacity 6 6 6
Second Head Room 38.67 in 38.67 in 38.67 in
Second Hip Room 60.23 in 60.23 in 60.23 in
Second Leg Room 34.63 in 34.63 in 34.63 in
Second Shoulder Room 65.80 in 65.80 in 65.80 in
WT2WD MSRP Starting from $30,130
4WD MSRP Starting from $34,110
LS2WD MSRP Starting from $31,940
4WD MSRP Starting from $35,920
LTZ Z712WD MSRP Starting from $40,100
4WD MSRP Starting from $43,450
*
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*
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3 3 3
Page 1 of 32015 Silverado 1500: Pickup Truck Dimensions | Chevrolet
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221
Engine Highlights
Available Engines 2.7L EcoBoost® V6 3.5L EcoBoost® V6 3.5L Ti-VCT V6 5.0L Ti-VCT V8
Horsepower 325 @ 5750 rpm 365 @ 5000 rpm 282 @ 6250 rpm 385 @ 5750 rpm
Torque 375 @ 3000 rpm 420 @ 2500 rpm 253 @ 4250 rpm 387 @ 3850 rpm
Fuel Economy - 4x2(city/highway/combined) TBD TBD TBD TBD
Fuel Economy - 4x4(city/highway/combined) TBD TBD TBD TBD
Vehicle Capacity Highlights
Available Drive Types 4x2 4x4
Available Cab Types Regular Cab SuperCab SuperCrew
Max Seating Capacity 3 6 6
Wheelbase - 5.5' Box - - 145.0 in.
Wheelbase - 6.5' Box 122.4 in. 145.0 in. 156.8 in.
Wheelbase - 8' Box 141.1 in. 163.7 in. -
Available Trims XL XLT LARIAT King Ranch® Platinum
Transmission - 6-Speed Automatic Standard Standard - - -
Transmission - 6-Speed SelectShift Automatic Available Available Standard Standard Standard
Maximum Conventional Towing(When properly equipped) 12,200 lbs.
Maximum Payload(When properly equipped) (Regular Cab 4x2 with 5.0L V8 and Heavy Duty Payload Pkg) 3,300 lbs.
Min Vehicle Base Curb Weight - 4x2 4,050 lbs.
Min Vehicle Base Curb Weight - 4x4 4,309 lbs.
Warranties
Time Distance
Warranty - Bumper to Bumper 3 years 36,000 miles
Warranty - Powertrain 5 years 60,000 miles
Warranty - Safety Restraint System 5 years 60,000 miles
Warranty - Aluminum Body Panels 5 years Unlimited miles
Warranty - Corrosion - Sheet Metal (Perforation Only Excluding Aluminum) 5 years Unlimited miles
Warranty - Paint Adhesion 5 years Unlimited miles
Warranty - Roadside Assistance Program 5 years 60,000 miles
Regular Cab Exterior Dimensions
F-150 Specifications
Back to Top
Back to Top
Highlights Exterior Interior Capacities Engine Chassis Towing Payload Package Selector View All
Build & Price Request a Quote Search Inventory Payment Calculator Local OffersSHOPPING TOOLS 37201
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222
Cab style Regular Cab
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase - - 122.4 in. 122.4 in. 141.1 in. 141.1 in.
Overall length - - 209.3 in. 209.3 in. 227.9 in. 227.9 in.
Cab height - - 75.5 in. 76.9 in. 75.1 in. 76.9 in.
Width - Excluding mirrors - - 79.9 in. 79.9 in. 79.9 in. 79.9 in.
Width - Including standard mirrors - - 96.8 in. 96.8 in. 96.8 in. 96.8 in.
Width - Standard mirrors folded - - 83.5 in. 83.5 in. 83.5 in. 83.5 in.
Width - Including trailer tow mirrors - - 105.9 in. 105.9 in. 105.9 in. 105.9 in.
Width - Trailer tow mirrors folded - - 85.5 in. 85.5 in. 85.5 in. 85.5 in.
Track width - Front - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Track width - Rear - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Overhang - Front - - 37.8 in. 37.8 in. 37.8 in. 37.8 in.
Overhang - Rear - - 49.1 in. 49.1 in. 49.1 in. 49.1 in.
Angle of approach - - 24.8 degrees 24.8 degrees 24.1 degrees 25.7 degrees
Angle of departure - - 24.6 degrees 27.1 degrees 24.7 degrees 26.8 degrees
Ramp breakover angle - - 22.1 degrees 24.7 degrees 19.3 degrees 22.1 degrees
Ground clearance - Front - - 8.8 in. 9.4 in. 8.6 in. 9.4 in.
Ground clearance - Rear - - 34.7 in. 36.9 in. 34.8 in. 36.5 in.
Open tailgate to ground - - 121.5 in. 121.5 in. 121.5 in. 121.5 in.
Front bumper to back of cab - - 121.5 in. 121.5 in. 121.5 in. 121.5 in.
Cab style SuperCab
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase - - 145.0 in. 145.0 in. 163.7 in. 163.7 in.
Overall length - - 231.9 in. 231.9 in. 250.5 in. 250.5 in.
Cab height - - 75.5 in. 77.2 in. 75.5 in. 77.0 in.
Width - Excluding mirrors - - 79.9 in. 79.9 in. 79.9 in. 79.9 in.
Width - Including standard mirrors - - 96.8 in. 96.8 in. 96.8 in. 96.8 in.
Width - Standard mirrors folded - - 83.5 in. 83.5 in. 83.5 in. 83.5 in.
Width - Including trailer tow mirrors - - 105.9 in. 105.9 in. 105.9 in. 105.9 in.
Width - Trailer tow mirrors folded - - 85.5 in. 85.5 in. 85.5 in. 85.5 in.
Track width - Front - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Track width - Rear - - 67.6 in. 67.6 in. 67.6 in. 67.6 in.
Overhang - Front - - 37.8 in. 37.8 in. 37.8 in. 37.8 in.
Overhang - Rear - - 49.1 in. 49.1 in. 49.1 in. 49.1 in.
Angle of approach - - 24.4 degrees 25.8 degrees 24.5 degrees 26.1 degrees
Angle of departure - - 24.0 degrees 26.1 degrees 24.4 degrees 26.0 degrees
Ramp breakover angle - - 18.5 degrees 21.1 degrees 16.8 degrees 19.0 degrees
Ground clearance - Front - - 8.7 in. 9.4 in. 8.7 in. 9.3 in.
Ground clearance - Rear - - 34.1 in. 35.9 in. 34.5 in. 35.7 in.
Open tailgate to ground - - 144.1 in. 144.1 in. 144.1 in. 144.1 in.
Front bumper to back of cab - - 144.1 in. 144.1 in. 144.1 in. 144.1 in.
Cab style SuperCrew
Pickup box style 5.5-ft. Styleside 6.5-ft. Styleside 8.0-ft. Styleside
Drive system 4x2 4x4 4x2 4x4 4x2 4x4
Wheelbase 145.0 in. 145.0 in. 156.8.0 in. 156.8 in. - -Build & Price Request a Quote Search Inventory Payment Calculator Local OffersSHOPPING TOOLS 37201
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223
PSC 7229 & PSC 8629Palfinger Service Cranes
The service crane solution
The PSC 7229 and PSC 8629 were designed especially for crane body vehicles, allowing for maximum utilization of body
compartment space and rear-bumper access to the bed. PALFINGER service cranes offer superior lift-to-weight ratios,
while utilizing the full 29ft of hydraulic reach with its‘ self centering hexagonal booms. North American manufacturing
and components including SAE hoses using JIC fittings, standard wireless remote control in conjunction with an industry
leading 24-month warranty on all major components guarantee years of worry free usage.
224
Applications shown in the leaflet do not always correspond to the standard specifications. Design and specification are subject to change without prior notice.
www.palfinger-northamerica.com
PSC
02
.10
Technical specifications
Max. lifting moment 79,959 ft.lbsMax. lifting capacity (Double Line) 12,500 lbsMax. hydraulic outreach ‚29‘ 0“Lifting height from base of crane 28‘ 6“Slewing angle 4000
Slewing torque 7,953 ft.lbsMax. operating pressure 3,045 psiCrane weight 2,612 lbs
PSC 7229 Service crane
Technical specifications
Max. lifting moment 94,628 ft.lbsMax. lifting capacity (Double Line) 13,986 lbsMax. hydraulic outreach 29‘ 0“Lifting height from base of crane 28‘ 6“Slewing angle 4000
Slewing torque 9,270 ft.lbsMax. operating pressure 3,045 psiCrane weight 2,714 lbs
PSC 8629 Service crane
PSC 8629PSC 7229
Omaha Standard Palfinger
3501 S. 11th St.
Council Bluffs, IA
51501
Phone: 1-712-328-7444
Toll-Free: 1-800-279-2201
Fax: 1-800-568-7444
www.omahastd.com
Combining North American manufacturing, service and support with European technology
225
JULY 2014 LRFD BRIDGE DESIGN 5-20
5.4 Pretensioned
Concrete
5.4.1 Geometry
Check live load deflections using the effective moment of inertia. The
effective moment of inertia may be approximated as one half of the gross
moment of inertia. The maximum live load deflection is L/800 for vehicular
bridges that do not carry pedestrians and L/1000 for vehicular bridges that
carry pedestrians.
Consider the concrete wearing course to be functioning compositely with
the slab for live load deflection. Assume the riding surface has lost 1/2 inch of thickness due to wear.
Use a live load distribution factor equal to the number of lanes times the
multiple presence factor and divide by the width of the slab for the
deflection check.
The details of pretensioned concrete beams are presented on standard
Bridge Details Part II sheets incorporated into a set of plans. Prepare a
separate sheet for each type of beam in the project. Beams are identical
if they have the same cross-section, strand layout, concrete strengths,
and a similar length. To simplify fabrication and construction, try to
minimize the number of beam types incorporated into a project. Design
exterior beams with a strength equal to or greater than the interior
beams.
Provide a minimum stool along centerline of beam that is based on
11/2 inches of minimum stool at edge of flange. For dead load
computations assume an average stool height equal to the minimum
stool height plus 1 inch. Deck cross slopes, horizontal curves, and
vertical curves all impact the stool height.
There are several Bridge Office practices regarding the type and location
of diaphragms or cross frames for prestressed beam bridges:
1) Design prestressed I-beam bridges without continuity over the piers,
except in the following situations:
a) Bridge is over water with pile bent piers supported by unstable
soils such as fat clay.
b) Bridge is over water with pile bent piers at risk for large ice or
debris loading and pier does not have an encasement wall.
2) Intermediate diaphragms are not required for 14RB, 18RB, 22RB, and
27M beams. For all other beam sizes, the following applies.
Intermediate diaphragms are not required for single spans of 45'-0"
or less. Provide one diaphragm per every 45 feet of span length,
spaced evenly along the span as stated in Table 5.4.1.1.
226
JULY 2014 LRFD BRIDGE DESIGN 5-21
Table 5.4.1.1
Span length (ft) Base number of intermediate
diaphragms
Less than 45’-0” 0
45’-0” to 90’-0” 1 located at midspan
90’-0” to 135’-0” 2 located at the third points
135’-0” to 180’-0” 3 located at the quarter points
Greater than 180’-0”
4 plus an additional diaphragm for
each additional 45 ft of span length
greater than 180’-0”
For spans over traffic, place additional diaphragms in the fascia bay
approached by traffic to provide bracing against impact from over-
height traffic loads. For two-lane roadways, place one diaphragm
approximately over each shoulder. For additional lanes, space
additional diaphragms at intervals of about 25'-0" over the roadway.
3) Figure 5.4.1.1 illustrates the typical layout of intermediate
diaphragms at piers for bridges without continuity over the piers.
Locate the centerline of bearing 71/2 inches from the end of the beam for
RB, M, and MN shapes. Locate the centerline of bearing 81/2 inches from
the end of the beam for MW shapes. For MW shapes, this dimension can
be adjusted if used with higher movement bearings, as opposed to the
typical curved plate elastomeric bearings shown in Section 14 of this
manual. However, if the 81/2 inch dimension is exceeded, a special design
for the bearing, sole plate, and beam end region must be completed.
At piers of two span bridges, provide 2 inches of clearance between the
ends of RB, M, and MN beams. Provide 3 inches clearance for structures
with three or more spans. Provide 4 inches of clearance between the
ends of MW beams regardless of the number of spans. Note that the
fabrication length tolerance for pretensioned I-beams is 1/8" per 10 feet
of length. It may be necessary to cope beam flanges at piers for bridges
with tight horizontal curves or at skewed abutments.
For bridges on significant grades %3 the sloped length of the beam
will be significantly longer than the horizontal length between
substructure units. If the sloped length is 1/2 inch or more than the
horizontal length, identify the sloped length dimension on the beam detail
plan sheets.
227
JULY 2014 LRFD BRIDGE DESIGN 5-29.2
Figure 5.4.6.2
40@
5.7
36@
4.6
34@
4.5
34@
5.2
32@
4.4
34@
4.9
34@
5.6
32@
5.4
32@
5.8
30@
5.2
30@
6.7
30@
6.7
30@
6.7
30@
6.7
30@
6.7
26@
5.7
26@
5.7
26@
5.7
26@
5.7
26@
5.7
20@
4.4
20@
4.4
20@
4.4
20@
4.4
20@
4.4
50@
5.4
50@
5.4
48@
5.3
46@
5.0
44@
4.8
54@
5.6
54@
5.6
52@
5.2
50@
4.9
48@
4.7
54@
5.3
54@
5.3
54@
5.3
54@
5.3
54@
6.1
20406080100
120
140
160
180
45
67
89
1011
1213
14
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B
14R
B
18R
B
228
JULY 2014 LRFD BRIDGE DESIGN 5-29.1
Beam Properties
BEAM h SHAPE AREA W I BS cA
(in) (in 2 ) (lb/ft) (in) (in 4 ) (in 3 ) (in 2 )
14RB 14 Rect. 364 392 7.00 5,945 849 312
18RB 18 Rect. 468 504 9.00 12,640 1,404 364
22RB 22 Rect. 572 616 11.00 23,070 2,097 416
27M 27 I-Beam 516 555 13.59 43,080 3,170 296
36M 36 I-Beam 570 614 17.96 93,530 5,208 323
MN45 45 I-Beam 690 743 20.58 178,780 8,687 427
MN54 54 I-Beam 749 806 24.63 285,230 11,580 457
MN63 63 I-Beam 807 869 28.74 421,750 14,670 486
Based on 155 pounds per cubic foot.
Based on a 9" slab with 1/2" of wear and 11/2" stool. See LRFD 5.8.3.4.2 for Ac definition.
DESIGN ASSUMPTIONS FOR PRESTRESSED CONCRETE BEAM CHART: 2012 AASHTO LRFD Bridge Design Specifications, 6th Edition. HL-93 Live Load Beam Concrete: ksi0.9fc ksi5.7fci 155.0wbm kips/ft3
ksi1000f1265E cc
Deck Concrete: ksi0.4fc ksi3644Ec
wc = 0.145 kcf for Ec computation
wc = 0.150 kcf for dead load computation
0.6" diameter low relaxation strands, ksi500,28Es
ksi270fpu with initial pull of puf75.0
Simple supports with six beams and deck without wearing course. Deck carries two F-Rails with no sidewalk or median, skew = 0 degrees. Effective deck thickness is total deck thickness minus 1/2" of wear. 11/2" stool height used for composite beam section properties. 21/2" average stool height used for dead load calculations. Rail dead load applied equally to all beams. Dead load includes 0.020 ksf future wearing course. Approximate long term losses are used per LRFD 5.9.5.3. Service Concrete Tensile Stress Limits:
After Initial Losses: ksi2.0f094.0 ci
After All Losses: cf19.0
Figure 5.4.6.1
Precast Prestressed Concrete Beam Data (RB, M, MN)
229
MARCH 2010 LRFD BRIDGE DESIGN 9-9
REINFORCEMENT FOR DECK ON PRESTRESSED CONCRETE BEAMS (Negative Moment @ 10 inches from CL I-Beam & 8.7 inches from CL Rectangular Beam)
Maximum
Beam
Spacing 1
Transverse Reinforcement Deck
Thickness 2
Longitudinal
Reinforcement
Bottom 3
Longitudinal
Reinforcement
Top 3
Bottom Top
w/ Wearing
Course
w/o Wearing
Course
Deck on
I-Beam
Deck on
Rect. Beam
5'-0" 13 @ 5" 13 @ 6.5" 13 @ 10" 13 @ 9.5" 9'' 13 @ 7" 13 @ 1'-6"
5'-6" 13 @ 5" 13 @ 6" 13 @ 9" 13 @ 8.5" 9'' 13 @ 7" 13 @ 1'-6"
6'-0" 16 @ 7" 13 @ 6" 13 @ 8.5" 13 @ 7.5" 9'' 16 @ 10" 13 @ 1'-6"
6'-6" 16 @ 7" 13 @ 6" 13 @ 7.5" 13 @ 7" 9'' 16 @ 10" 13 @ 1'-6"
7'-0" 16 @ 7" 13 @ 6" 13 @ 6.5" 13 @ 6" 9'' 16 @ 10" 13 @ 1'-6"
7'-6" 16 @ 7" 13 @ 6" 13 @ 6" 13 @ 5.5" 9'' 16 @ 10" 13 @ 1'-6"
8'-0" 16 @ 7" 13 @ 6" 13 @ 5.5" 13 @ 5" 9'' 16 @ 10" 13 @ 1'-6"
8'-6" 16 @ 7" 13 @ 6" 13 @ 5" 13 @ 5" 9'' 16 @ 10" 13 @ 1'-6"
9'-0" 16 @ 7" 13 @ 6" 13 @ 5" 16 @ 7" 9'' 16 @ 10" 13 @ 1'-6"
9'-6" 16 @ 6.5" 13 @ 5.5" 16 @ 7" 16 @ 7" 9'' 16 @ 9" 13 @ 1'-6"
10'-0" 16 @ 6" 13 @ 5" 16 @ 7" 16 @ 6.5" 9'' 16 @ 8" 13 @ 1'-6"
10'-6" 16 @ 6" 13 @ 5" 16 @ 6.5" 16 @ 6" 9'' 16 @ 8" 13 @ 1'-6"
11'-0" 16 @ 5.5" 16 @ 7.5" 16 @ 6" 16 @ 6" 9'' 16 @ 8" 13 @ 1'-6"
11'-6" 16 @ 5.5" 16 @ 7" 16 @ 5.5" 16 @ 5.5" 9'' 16 @ 8" 13 @ 1'-6"
12'-0" 19 @ 7" 16 @ 6.5" 16 @ 5.5" 16 @ 5" 9'' 16 @ 7" 13 @ 1'-6"
12'-6" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9'' 16 @ 7" 13 @ 1'-6"
13'-0" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9 1/2'' 16 @ 7" 13 @ 1'-6"
13'-6" 19 @ 7" 16 @ 6.5" 16 @ 5" 16 @ 5" 9 3/4'' 16 @ 7" 13 @ 1'-6"
14'-0" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10'' 16 @ 7" 13 @ 1'-6"
14'-6" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10 1/4'' 16 @ 7" 13 @ 1'-6"
15'-0" 19 @ 7.5" 16 @ 6.5" 16 @ 5" 19 @ 6" 10 1/2'' 16 @ 7" 13 @ 1'-6" 1 For skews ≤ 20o, beam spacing is measured along the skew. For skews > 20o, beam spacing is measured normal to roadway centerline. 2 Deck thickness includes wearing course. 3 Reinforcement shown is for bridges where beams are not continuous at piers. Note that additional reinforcement may be
required when beams are continuous at piers. See Figure 9.2.1.6 for additional top reinforcement required at piers when only deck is continuous.
Design Assumptions: − Live load moments are from LRFD Table A4.1-1. − The 2" wearing course is sacrificial and is not used in determining a structural depth d for bottom steel. − The control of cracking by distribution of flexural reinforcement requirements have been met using a clear cover of 1"
for bottom steel and limiting clear cover for calculations of dc to 2" for top steel with a γe=0.75. − The LRFD code (under empirical design) states the ratio of the effective beam spacing to slab thickness should be less
than 18 (Ontario uses 15); this slab thickness increase fits these requirements and is similar to what we have used successfully in the past.
− A future wearing course of 20 psf with a load factor of 1.25 has been used. − Concrete strength of 4 ksi; reinforcing steel strength of 60 ksi.
Table 9.2.1.1
230
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Load Input Calculations For CONSPAN Software:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle BridgeSpan 2 (Middle span)
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output
N 3 Number of beams
bflange 2ft 6in Width of top beam flange
se_upstream 2ft 3in Slab projection from centerline of the upstream exterior beam
se_downstream 2ft 3in Slab projection from centerline of the downstream exterior beam
L1 57ft 6 in Span length
dsw1 0ft 0in Total width of Sidewalk No. 1
dsw2 0ft 0in Total width of Sidewalk No. 2
lsw1 0 ft Width of Sidewalk No. 1 from interior edge to barrier (walking width)
lsw2 0ft Width of Sidewalk No. 2 from interior edge to barrier (walking width)
h10in 0in
2 h1 0.000 in Average height of sidewalk no. 1
h20in 0in
2 h2 0.00 in Average height of sidewalk no. 2
dmed 0ft 0in Width of Median
hmed 0in Height of Median
W 22ft 0 in Total width of bridge
Total clear width of bridge used to determine the future wearing course load. Total width(22'-0") - (2) Kansas Corral concrete barrier (1'-0") - = 20' - 0" clear bridge deck widthWclear 20.00 ft
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United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Railing Dead Load:
worail 0lb
ft Total ornamental railing weight per linear foot
Norail 0 Total number of ornamental railings on bridge
Concrete Parapet/Barrier Dead Load:
Barrier_beam 59 ft 9 in 2 ft 5 in 1 ft in 0.15kip
ft3
Barrier_beam 23.46 kip Weight of concrete barrier horizontal beam
Barrier_post 1 ft 1 in 0 ft 10 in 3 ft 0 in 0.15kip
ft3
6
Barrier_post 2.44 kip
wparBarrier_beam Barrier_post
L1
wpar 0.45kip
ft Total concrete barrier weight per foot
Npar 2 Total number of concrete barriers on bridge
Dead Load on Non-Composite:
Non-Composite Diaphragms:
Intermediate diaphragms are not needed.
Non-Composite Stool:
Stoolend 1.50 in 3.00" is the assumed stool height at the ends of the beams, accounting for the 2% roadway cross slope,minus 1.50" of stool height already accounted for in the CONSPAN model.
wstoolncint Stoolend bflange 150lb
ft3
Weight of 1.50" not used in Composite Section at the end of the beam.
wstoolncint 46.88lb
ft Enter in CONSPAN for all girders under Precast DC, Trapezoidal Load.
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232
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Stoolmid 1.00 in 2.50" is the assumed total stool height at the midspan of the beams. Subtract 1.50" ofstool height already accounted for in the CONSPAN model to get stool_mid
wstoolncintm Stoolmid bflange 150lb
ft3
Weight of 0.50" not used in Composite Section at the midspan of the beam.
wstoolncintm 31.25lb
ft Enter in CONSPAN for all girders under Precast DC, Trapezoidal Load.
Weight of additional deck concrete inoverhang at end, considered with 3.00"stool height for end of beam design.
wohe_upstream1
2se_upstream
1
2bflange
1 in Stoolend 1.5 in 150
lb
ft3
wohe_upstream 25.00lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concrete inoverhang at midspan, considered with2.50" stool height for midspan of beamdesign.
wohm_upstream1
2se_upstream
1
2bflange
1 in Stoolmid 1.5 in 150
lb
ft3
wohm_upstream 21.87lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concretein overhang at end, considered with3.00" stool height for end of beamdesign.
wohe_downstream1
2se_downstream
1
2bflange
1 in Stoolend 1.5 in 150
lb
ft3
wohe_downstream 25.00lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
Weight of additional deck concretein overhang at midspan, consideredwith 2.50" stool height for midspanof beam design.
wohm_downstream1
2se_downstream
1
2bflange
1 in Stoolmid 1.5 in 150
lb
ft3
wohm_downstream 21.87lb
ft Enter in CONSPAN for all exterior girders under Precast DC, Trapezoidal Load
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233
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Barriers:
woraili Norail worail woraili 0.00 Total dead load from ornamental railings on bridge
wpari Npar wpar wpari 0.90kip
ft Total dead load from parapets/barriers on bridge
wdli woraili wpari Total dead load from barriers
wdli 0.90kip
ft Enter in CONSPAN for the entire bridge (Select "Composite"
for Beam #) under Composite DC, Line Load
Median:
Total dead load from median distributed to beams evenlywmed 150lb
ft3dmed hmed
wmed 0.00 Enter in CONSPAN for the entire bridge (Select "Composite"for Beam #) under Composite DC, Line Load
Future Wearing Surface:
wfws 0lb
ft2 Wclear Dead load from future wearing surface
wfws 0.00lb
ft Enter in CONSPAN for the entire bridge (Select "Composite" for Beam #) under Composite DW, Line
Load
Sidewalk Dead Loading: (MnDOT 4.2.1)
Sidewalk Dead Load Case 1:
wsw1 150lb
ft3dsw1 h1 wsw1 0
wsw2 150lb
ft3dsw2 h2 wsw2 0
Dead load of sidewalk to be distributed to the underlyingbeams by simple distribution. Enter in CONSPAN for the entire bridge(Select "Composite" for Beam #) under Composite DC, Line Load. Seebelow for distribution calculation.
wsw_c1 wsw1 wsw2 wsw_c1 0
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234
United States Army Corps of Engineers
Designed By: DAPChecked By: ____
Total Composite Dead Load (Excluding Sidewalk):
wcdl wdli wmed wcdl_bmwcdl
N
Total Composite Dead Load over entire bridge(not including sidewalk or fws load)wcdl 0.90
kip
ft
Total Composite Dead Load distributed to eachbeam (not including sidewalk or fws load)wcdl_bm 0.30
kip
ft
Sidewalk Dead Load Case 2:
Enter total sidewalk load, as shown above, into CONSPAN as 'Composite' under 'Beam #' and 'Composite DC'under components with the load type as a 'Line Load'
Sidewalk Live Loading: (AASHTO 3.6.1.6 & MnDOT 4.2.3)
Sidewalk Live Loading Case 1:
wll1 75lb
ft2lsw1 wll1 0.00
wll2 75lb
ft2lsw2 wll2 0.00
Pedestrian live load on sidewalk to be distributed to the underlying beams by simple distribution. See below fordistribution calculation.
wll wll1 wll2 wll 0
Sidewalk Live Loading Case 2:
Place vehicular live load on the bridge with no pedestrian live load or sidewalk load.
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PROJECT DATA
Project: Fargo Moorhead Municipal Diversion Inlet StructureDesigner: DAPDate: Jan/14/2015Checked By:Date Checked:User job number:State: North Dakota, State Job #:State Specification: None Design Code: AASHTO LRFD - [6th Edition, 2012]Units: USSpan Type: Simple SpanFlared Girder: NoComments: Vehicle service bridge on the diversion inlet control structure
3 spans (2 outside spans 56.96 feet and middle span 57.50 feet)20 foot clear bridge deck width with concrete barriers9" reinforced cast in place deckEpoxy coated reinforcementSimple span with concrete deckBeam design is for 57.50 span beams ONLYDiaphragms at the supports only
File Name: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\FMM DIS vehicle service bridge span 2.csl
Sheet # 1
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.236
GEOMETRY DATABRIDGE LAYOUT
SPAN DATA
BEAM DATA
Overall Width (ft) 22.000Left curb (ft) 1.000Right curb (ft) 1.000Curb-to-curb width (ft) 20.000Number of spans 1Number of lanes 1 Lane width (ft) 12.000Eff Deck thick (in) 8.500Sacrificial thick (in) 0.500Haunch thickness (in) 1.500Haunch width (in) 30.000Bridge c/s,MI(Ixx) (in4) 449790.97
Precast length, ft = 58.750Bearing-to-bearing, ft = 57.500Release span, ft = 58.750
BR01 - Bridge elevation
1 MnDOT 27M 2.250 516.0 43075.2 27.00 13.59 30.00 6.6252 MnDOT 27M 8.750 516.0 43075.2 27.00 13.59 30.00 8.7503 MnDOT 27M 8.750 516.0 43075.2 27.00 13.59 30.00 6.625
No ID Loc-prevft
Areain2
MI(Ixx)in4
Heightin
Ybin
B-topgin
B-tribft
Sheet # 2
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.237
As defined in Material Tab. For beam level properties look at Beam Specific output.
CONCRETE PROPERTIES
STRAND AND REBAR PROPERTIES
PRESTRESSED STEEL:6/10-270K-LL, Low relaxation strands
Depressed at 0.40LStrand Diameter = 0.600 inTensile Strength(fpu) = 270.0 ksi
Use transformed strand and rebar: No
REINFORCING STEEL:Tension/Shear steel: fy = 60.0 ksi Es = 29000 ksi
BR01 - Bridge cross section
MATERIAL DATA - Project Level
f'c (ksi) 7.500 7.500 4.000Wc (pcf) 155.000 155.000 150.000Ec (ksi) 4464.300 4464.300 3644.150K1 1.000 1.000 1.000Thermal coeff.(1/°F) 0.00000600
PrecastRelease
PrecastFinal C.I.P
Sheet # 3
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.238
LOADS DATA
Loads generated using Permanent Load Wizard: NODEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
DIAPHRAGM LOADS - NONE
DEAD LOADS ON COMPOSITEUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf, Area: ksf, Width: ft)
TEMPERATURE LOADS - NONE
LIVE LOADSLive load deflection: not included.
Pedestrian Load - NONE
1 1 DC Line 0.041 0.000 0.041 57.500 Sacrificial Wearing Surface1 1 DC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middle1 1 DC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to end1 1 DC Trapez 0.025 0.000 0.022 28.750 US ext beam overhang end to mi1 1 DC Trapez 0.022 28.750 0.025 57.500 US ext beam overhang mid to en1 2 DC Line 0.055 0.000 0.055 57.500 Sacrificial Wearing Surface1 2 DC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middle1 2 DC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to end1 3 DC Line 0.041 0.000 0.041 57.500 Sacrificial Wearing Surface1 3 DC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middle1 3 DC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to end1 3 DC Trapez 0.025 0.000 0.022 28.750 DS ext beam overhang end to mi1 3 DC Trapez 0.022 28.750 0.025 57.500 DS ext beam overhang mid to en
Span Beam DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
1 DC Line 0.900 0.000 0.900 57.500 Barrier line loadSpan DC/DW Type Mag.1 Loc.1/Width Mag.2 Loc.2 Description
Design Lane Design LaneDesign Tandem Design TandemDesign Truck Design Truck
ID Type
Sheet # 4
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.239
LIVE LOADS USEDLIVE LOAD LIBRARY: default.cs3
RATING LOADS - NONE
1 ID: Design LaneDescription: Design Lane as in AASHTO-LRFDType: Design Lane
Lane Load: Intensity = 0.64 klf, Width = 10.00 ft
2 ID: Design TandemDescription: Design Tandem as in AASHTO-LRFDType: Design Tandem
First Axle Magnitude = 25.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 25.00 4.00 4.00 0.00# Magnitude,
kMax Spacing,
ftMin Spacing,
ftIncrement,
ft
3 ID: Design TruckDescription: Design Truck as in AASHTO-LRFDType: Design Truck
First Axle Magnitude = 8.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 32.00 14.00 14.00 0.002 32.00 30.00 14.00 2.00
# Magnitude,k
Max Spacing,ft
Min Spacing,ft
Increment,ft
4 ID: Fatigue TruckDescription: Fatigue Truck as in AASHTO-LRFDType: Fatigue Truck
First Axle Magnitude = 8.00 k, Wheel Spacing = 6.00 ft, Truck Width = 10.00 ft
1 32.00 14.00 14.00 0.002 32.00 30.00 30.00 0.00
# Magnitude,k
Max Spacing,ft
Min Spacing,ft
Increment,ft
Sheet # 5
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.240
ANALYSIS DATAANALYSIS PARAMETERS DATA
DISTRIBUTION FACTORS (Art. 4.6.2.2):
NOTE: Beam specific dead and live load DFs are printed in beam level reports.
LOAD FACTORS: (Table 3.4.1-1 & 3.4.1-2)
Truck impact: 1.330Lane impact: 1.000Strength II impact: 1.330Fatigue impact: 1.150
Include sacrificial deck thick in ts: NOIs Span Post-tensioned: NOInclude Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NOADTT (Average Daily Truck Traffic) : 100Percent of the specified force effect : 0.90Apply reduction of Moment for skew: NO
Service I: 1.00 1.00 - 1.00 -Service III: 0.80 1.00 - 1.00 -Strength I: 1.75 1.25 0.90 1.50 0.65Fatigue I: 1.50 - - - -
Live DC(max) DC(min) DW(max) DW(min)
Ductility Factor: 1.00Redundancy Factor: 1.00Importance Factor: 1.00
Sheet # 6
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.241
PROJECT DESIGN PARAMETERSMULTIPLIERS:
Camber & Deflection Multiplier (PCI ref.)
MOMENT AND SHEAR PROVISIONS:
STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Trans len mult: Bonded 1.00Debonded 1.00
Dev len mult: Bonded 1.60Debonded 2.00
Prestress: 1.50 2.20Self. Wt: 1.50 2.40Deck + Haunch: 2.30Diaphragm: 3.00DL-Prec.: 3.00DL-Comp.: 3.00
Erection Final
Ultimate Moment Capacity, Mr-prvd computed: Strain Compatibility method.Ultimate Concrete Strain: 0.0030Horizontal Shear, Beam and Slab effects in Vu: INCLUDED
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Sheet # 7
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.242
RESISTANCE FACTORS (Art. 5.5.4.2):
PRESTRESS LOSSES:
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Time Dependent Losses, Approximate Method (Art.5.9.5.3)Days to release = 0.75
Rel. Humid.(RH) = 70.0 %
Sheet # 8
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.243
BEAM REINFORCEMENTBEAM SPECIFIC MATERIAL PROPERTIES:
Span:1, Beam:1
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
REINFORCING STEEL:
Stirrups:
Span:1, Beam:2
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strands
Span:1, Beam:1 6/10-270K-LL 7.50 7.50 4.00Span:1, Beam:2 6/10-270K-LL 7.50 7.50 4.00Span:1, Beam:3 6/10-270K-LL 7.50 7.50 4.00
Span#, Beam# Tendon-ID Girder-f'ciksi
Girder-f'cksi
Deck-f'cksi
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Sheet # 9
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.244
Depressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
REINFORCING STEEL:
Stirrups:
Span:1, Beam:3
PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Sheet # 10
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.245
REINFORCING STEEL:
Stirrups:
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Sheet # 11
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.246
PROPERTIESSpan:1, Beam:1PRECAST DATA:
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 12
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.247
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 1 cross section
Sheet # 13
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.248
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 2.25/ 8.75 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior ExteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 79.500 in (Art. 4.6.2.6.1)
DC Line 0.041 0.000 0.041 57.500 Sacrificial Wearing SurfaceDC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middleDC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to endDC Trapez 0.025 0.000 0.022 28.750 US ext beam overhang end to miDC Trapez 0.022 28.750 0.025 57.500 US ext beam overhang mid to en
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.750 ftRelease length 58.750 ftDesign length 57.500 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.636 (Calculated)Live Moment (1 lane loaded) 0.617 (Calculated) (#)Live Shear (2+ lanes loaded) 0.617 (Calculated) (#)Live Shear (1 lane loaded) 0.617 (Calculated) (#)
Sheet # 14
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.249
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:1STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1104.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 144920 in4 #Ht. of c.g. 13.59 in 23.63 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1306.2 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Sheet # 15
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.250
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:1PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.246 ftDev. Len, debonded 14.058 ftHolddown Force 12.435 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.244 in
Sheet # 16
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.251
Span:1, Beam:1ESTIMATED QUANTITIES
BR01 - Strand Pattern, Span 1, Beam 1
Sheet # 17
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.252
Span:1, Beam:1REINFORCING STEEL:
Stirrups:
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 178.0 ksi < 0.80 fpy, OK Span:1, Beam:2
1175.472 740 869.849 7.797 32630.797 312.549 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.79 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.943 ksi)
due to Precast Loads -6.63 ksi 0.64 ksidue to Composite Loads -1.35 ksi 0.13 ksidue to Live Loads -6.83 ksi 0.82 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.79 ksi ( 9.28 %) 5.74 ksi ( 2.84 %)Total Prestress Losses 24.53 ksi (12.11 %)
Initial Final
Sheet # 18
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.253
PRECAST DATA:
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 19
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.254
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 2 cross section
Sheet # 20
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.255
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 8.75/ 8.75 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior InteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 105.000 in (Art. 4.6.2.6.1)
DC Line 0.055 0.000 0.055 57.500 Sacrificial Wearing SurfaceDC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middleDC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to end
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.750 ftRelease length 58.750 ftDesign length 57.500 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.702 (Calculated)Live Moment (1 lane loaded) 0.511 (Calculated)Live Shear (2+ lanes loaded) 0.836 (Calculated) (#)Live Shear (1 lane loaded) 0.710 (Calculated) (#)
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Sheet # 21
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.256
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:2STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
STRESS LIMITS AT FINAL 2 (P/S + DL):
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1281.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 158666 in4 #Ht. of c.g. 13.59 in 24.89 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1532.0 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Sheet # 22
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.257
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:2PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Span:1, Beam:2ESTIMATED QUANTITIES
Span:1, Beam:2REINFORCING STEEL:
Stirrups:
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.433 ftDev. Len, debonded 14.291 ftHolddown Force 12.435 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.244 in
1175.472 740 869.849 7.797 32630.797 312.549 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
Sheet # 23
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.258
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 178.3 ksi < 0.80 fpy, OK Span:1, Beam:3PRECAST DATA:
Minimum Thickness Criteria, Article 5.14.1.2.2 checked: OK.
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.79 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.943 ksi)
due to Precast Loads -8.31 ksi 0.79 ksidue to Composite Loads -1.31 ksi 0.12 ksidue to Live Loads -5.48 ksi 0.65 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.79 ksi ( 9.28 %) 5.43 ksi ( 2.68 %)Total Prestress Losses 24.22 ksi (11.96 %)
Initial Final
Section Id MnDOT 27MType I-GirderFlng width Top 30.000 in Bot 26.000 in
thick Top 6.000 in Bot 7.500 inStems No 1
Top 6.000 inBot 6.000 in
Shear width 6.000 in
Sheet # 24
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.259
GENERAL BRIDGE DATA:
BR01 - Span 1 Beam 3 cross section
Sheet # 25
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.260
TOPPING DATA:
GENERAL LOAD DATA:DEAD LOADS ON PRECASTUNITS: (Point: kips, Location: ft, Line: klf, Trapez: klf)
Dead loads on composite: See Project info for composite loads
GENERAL SPAN DATA:
KERN POINTS:
DISTRIBUTION FACTORS (Art. 4.6.2.2): Type k, with deck
(#) Lever rule (C4.6.2.2.1)The LL distribution computation is using the effective slab depth (ts = 8.50in).Include Rigid Cross Section Assumption (Art. 4.6.2.2.2d): NO
Bridge Width 22.00 ftCurb-to-curb 20.00 ftBeam Spac. Lt./Rt 8.75/ 2.25 ftLane width 12.00 ftNumber of lanes 1Interior/Exterior ExteriorStart Skew Angle 0.00 degreesEnd Skew Angle 0.00 degrees
Effective Deck Thickness 8.500 inSacrificial Deck Thickness 0.500 inHaunch:
Thickness 1.500 inWidth 30.000 in
Effective width 79.500 in (Art. 4.6.2.6.1)
DC Line 0.041 0.000 0.041 57.500 Sacrificial Wearing SurfaceDC Trapez 0.047 0.000 0.031 28.750 Stool concrete end to middleDC Trapez 0.031 28.750 0.047 57.500 Stool concrete middle to endDC Trapez 0.025 0.000 0.022 28.750 DS ext beam overhang end to miDC Trapez 0.022 28.750 0.025 57.500 DS ext beam overhang mid to en
DC/DW Type Mag.1 Loc.1 Mag.2 Loc.2 Description
Overall length 58.750 ftRelease length 58.750 ftDesign length 57.500 ft
Upper 19.73 inLower 7.36 in
Live Moment (2+ lanes loaded) 0.636 (Calculated)Live Moment (1 lane loaded) 0.617 (Calculated) (#)Live Shear (2+ lanes loaded) 0.617 (Calculated) (#)Live Shear (1 lane loaded) 0.617 (Calculated) (#)
Sheet # 26
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.261
Dead Loads and Pedestrian Load distributed equally to all beams (Art. 4.6.2.2.1)RESISTANCE FACTORS (Art. 5.5.4.2):
SECTION PROPERTIES:
(#) Of Total Section using Ect/Ec = 0.8163Use transformed strand and rebar: No
Span:1, Beam:3STRESS LIMITS (Art. 5.9.4):STRESS LIMITS AT RELEASE BEFORE LOSSES (Using Advanced Settings):
STRESS LIMITS AT FINAL AFTER LOSSES:
STRESS LIMITS AT FINAL 1 (P/S + DL + LL):
Pedestrian 0.333 (Calculated)
Comp. DC 0.333 (Calculated)Comp. DW 0.333 (Calculated)
Flexure Reinforced Compression controlled sections 0.75Tension controlled sections 0.90
Flexure Prestressed Compression controlled sections 0.75Tension controlled sections 1.00
Shear 0.90
Area 516.0 in2 1104.3 in2 #Total Height 27.00 in 37.00 inMom. of Inertia (Ixx) 43075 in4 144920 in4 #Ht. of c.g. 13.59 in 23.63 in #Density 155.00 pcf 150.00 pcfSelf-weight 555.4 plf 1306.2 plfMom. of Inertia (Iyy) 27604.0 in4Poisson's Ratio 0.2Thermal Coeff. 0.000006000 1/°F
PRECAST COMPOSITE
Strength 7.50 ksiElasticity 4464.3 ksiMax comp 4.50 ksiOuter 15.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksiCenter 70.00 %Max tens -0.26 ksiMax tens, w/reinf -0.66 ksi
PRECAST
Strength 7.50 ksi 4.00 ksiElasticity 4464.30 ksi 3644.15 ksi
PRECAST DECK
Max comp 4.50 ksi 2.40 ksiPRECAST DECK
Sheet # 27
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.262
STRESS LIMITS AT FINAL 2 (P/S + DL):
FATIGUE I STRESS LIMITS AT FINAL 3 ( 50% P/S + 50% DL + F_LL ) (Art. 5.5.3.1):
SERVICE III (Tension):
Span:1, Beam:3PRESTRESSED STEEL: 20 strands, 6/10-270K-LL, Low relaxation strandsDepressed at 0.40L ( 23.50 ft from member end )
END PATTERN (Ycg = 7.00 in):
MID PATTERN (Ycg = 3.00 in):(A) Draped:
(B) Straight:
Max comp 3.38 ksi 1.80 ksiPRECAST DECK
Max comp 3.00 ksi - ksiPRECAST DECK
Max tens -0.52 ksi -0.38 ksiPRECAST DECK
10 @ 2.000 in 6 @ 4.000 in 2 @ 23.000 in 2 @ 25.000 in
2 @ 3.000 in 2 @ 5.000 in
10 @ 2.000 in 6 @ 4.000 in
Strand Diameter 0.600 inStrand Area 0.217 in2Total Strand Area 4.340 in2Trans. Len,bonded 3.000 ftTrans. Len,debonded 3.000 ftDev. Len, bonded 11.246 ftDev. Len, debonded 14.058 ftHolddown Force 12.435 kipsTensile Strength(fpu) 270.0 ksiInitial Prestress = 0.75fpu 202.5 ksiInitial Pull 878.9 kips Beam Shrtng (PL/AE) 0.244 in
Sheet # 28
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.263
Span:1, Beam:3ESTIMATED QUANTITIES
BR01 - Strand Pattern, Span 1, Beam 3
Sheet # 29
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.264
Span:1, Beam:3REINFORCING STEEL:
Stirrups:
LOSSESNote: Values are calculated at Midspan
AASHTO LOSSES
Time Dependent Losses (Approximate Method (Art.5.9.5.3))
Prestressing Stress Limit Check (Table 5.9.3.1) initial fpi = 202.5 ksi < 0.75 fpu, OK initial fpe = 178.0 ksi < 0.80 fpy, OK
1175.472 740 869.849 7.797 32630.797 312.549 0.000
Prestressing(linear ft)
Strands(LB/1000ft) (LB)
BeamVol(C.Y.)
ConcreteWt(LB)
Stirrups(LB)
Longitudinal Bars(LB)
fy 60.0 ksiEs 29000 ksi
Tension steel:
2 US#5[M16] 60.0 0.62 2.00 0.0000 0.1667 Yes2 US#5[M16] 60.0 0.62 2.50 0.1667 2.2500 Yes2 US#4[M13] 60.0 0.40 6.00 2.2500 6.2500 Yes2 US#4[M13] 60.0 0.40 16.00 6.2500 28.9199 Yes2 US#4[M13] 60.0 0.40 2.16 28.9199 29.1001 Yes2 US#4[M13] 60.0 0.40 2.16 29.1099 29.2900 Yes2 US#4[M13] 60.0 0.40 16.00 29.2900 51.9600 Yes2 US#4[M13] 60.0 0.40 6.00 51.9600 55.9600 Yes2 US#5[M16] 60.0 0.62 2.50 55.9600 58.0433 Yes2 US#5[M16] 60.0 0.62 2.00 58.0433 58.2100 Yes
# legs Size fy(ksi)
Area(in2)
Spacing(in)
Start(ft)
End(ft)
Extendsinto Deck
Str. area 4.3400 in2Ycg 3.00 inP_init 878.9 kipsEcc 10.59 inDays to release 0.75Rel. Humid.(RH) 73.0 %Es 28500.0 ksiEci 4464 ksi
Elastic Shortening 18.79 ksi (Eq 5.9.5.2.3a-1), (fcgp= 2.943 ksi)
due to Precast Loads -6.63 ksi 0.64 ksidue to Composite Loads -1.35 ksi 0.13 ksidue to Live Loads -6.83 ksi 0.82 ksi
Elastic Gains Gains Adjustment
Steel relaxation 0.00 ksi 2.40 ksi (Eq 5.9.5.3-1)Concrete shrinkage 0.00 ksi 6.85 ksi (Eq 5.9.5.3-1)
Concrete creep 0.00 ksi 9.72 ksi (Eq 5.9.5.3-1)__________ __________ __________ ________________
Sub-total 18.79 ksi ( 9.28 %) 5.74 ksi ( 2.84 %)Total Prestress Losses 24.53 ksi (12.11 %)
Initial Final
Sheet # 30
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.265
SHEAR/MOMENT ENVELOPE (&REACTIONS)
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE IShears: kips, Moments: kft
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M -0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 136.3 90.0 283.0 521.1 676.2 766.7 782.9
V 60.9 57.2 58.5 52.9 44.6 36.4 26.4 18.2LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.9 57.2 58.5 52.9 45.0 37.3 30.0 22.8
M -0.0 138.5 91.8 283.0 500.1 634.8 685.2 655.4Total : M+ 0.0 248.2 163.7 517.5 961.9 1264.1 1442.8 1488.4
V 110.0 102.3 105.0 93.0 74.7 56.4 36.4 18.2Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 110.0 102.3 105.0 93.0 75.0 57.4 40.0 22.8
M 0.0 250.4 165.6 517.5 940.8 1222.7 1361.3 1360.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 766.7 676.2 521.1 283.0 90.0 136.3 0.0
V 26.4 36.4 44.6 52.9 58.5 57.2 60.9LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 30.0 37.3 45.0 52.9 58.5 57.2 60.9
M 685.2 634.8 500.1 283.0 91.8 138.5 0.0Total : M+ 1442.8 1264.1 961.9 517.5 163.7 248.2 0.0
V 36.4 56.4 74.7 93.0 105.0 102.3 110.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 40.0 57.4 75.0 93.0 105.0 102.3 110.0
M 1361.3 1222.7 940.8 517.5 165.6 250.4 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 31
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.266
REACTIONS (kips), SERVICE I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 16.0 16.0Deck+Haunch 21.6 21.6Diaphragm 0.0 0.0DL-Prec.(DC) 3.0 3.0DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.9 25.9DL-Comp.(DW) 0.0 0.0Live 78.7 78.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 1, SERVICE I
Sheet # 32
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.267
BR01 - Precast Shear, Span 1, Beam 1, SERVICE I
Sheet # 33
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.268
BR01 - Composite Moment, Span 1, Beam 1, SERVICE I
Sheet # 34
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.269
BR01 - Composite Shear, Span 1, Beam 1, SERVICE I
Sheet # 35
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.270
BR01 - Live Moment, Span 1, Beam 1, SERVICE I
Sheet # 36
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.271
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, SERVICE I
Sheet # 37
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.272
REACTIONS (kips), SERVICE I
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M -0.0 6.1 4.0 12.8 23.8 31.6 36.2 37.7DC(Max) V 2.7 2.5 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.9 42.1 133.9 251.9 336.2 386.7 403.6Haunch (Max) V 28.1 25.8 26.6 22.9 17.2 11.5 5.7 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 112.9 74.6 234.5 431.8 560.2 635.2 648.7
V 70.0 65.8 67.3 60.8 51.3 41.9 30.4 20.9LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 70.0 65.8 67.3 60.8 51.7 42.9 34.4 26.2
M -0.0 114.7 76.1 234.5 414.3 525.9 567.7 543.0Total : M+ 0.0 238.9 157.6 498.5 928.2 1222.5 1396.9 1443.5
V 125.4 116.6 119.7 106.0 85.2 64.5 41.7 20.9Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 125.4 116.6 119.7 106.0 85.6 65.5 45.7 26.2
M -0.0 240.8 159.1 498.5 910.8 1188.2 1329.4 1337.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 36.2 31.6 23.8 12.8 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.5 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 386.7 336.2 251.9 133.9 42.1 63.9 0.0Haunch (Max) V 5.7 11.5 17.2 22.9 26.6 25.8 28.1Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 635.2 560.2 431.8 234.5 74.6 112.9 0.0
V 30.4 41.9 51.3 60.8 67.3 65.8 70.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 34.4 42.9 51.7 60.8 67.3 65.8 70.0
M 567.7 525.9 414.3 234.5 76.1 114.7 0.0Total : M+ 1396.9 1222.5 928.2 498.5 157.6 238.9 0.0
V 41.7 64.5 85.2 106.0 119.7 116.6 125.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 45.7 65.5 85.6 106.0 119.7 116.6 125.4
M 1329.4 1188.2 910.8 498.5 159.1 240.8 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 38
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.273
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 16.0 16.0Deck+Haunch 28.1 28.1Diaphragm 0.0 0.0DL-Prec.(DC) 2.7 2.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.9 25.9DL-Comp.(DW) 0.0 0.0Live 78.7 78.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 2, SERVICE I
Sheet # 39
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.274
BR01 - Precast Shear, Span 1, Beam 2, SERVICE I
Sheet # 40
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.275
BR01 - Composite Moment, Span 1, Beam 2, SERVICE I
Sheet # 41
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.276
BR01 - Composite Shear, Span 1, Beam 2, SERVICE I
Sheet # 42
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.277
BR01 - Live Moment, Span 1, Beam 2, SERVICE I
Sheet # 43
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.278
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, SERVICE I
Sheet # 44
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.279
REACTIONS (kips), SERVICE I
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M 0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 136.3 90.0 283.0 521.1 676.2 766.7 782.9
V 60.9 57.2 58.5 52.9 44.6 36.4 26.4 18.2LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.9 57.2 58.5 52.9 45.0 37.3 30.0 22.8
M -0.0 138.5 91.8 283.0 500.1 634.8 685.2 655.4Total : M+ 0.0 248.2 163.7 517.5 961.9 1264.1 1442.8 1488.4
V 110.0 102.3 105.0 93.0 74.7 56.4 36.4 18.2Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 110.0 102.3 105.0 93.0 75.0 57.4 40.0 22.8
M 0.0 250.4 165.6 517.5 940.8 1222.7 1361.3 1360.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 766.7 676.2 521.1 283.0 90.0 136.3 0.0
V 26.4 36.4 44.6 52.9 58.5 57.2 60.9LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 30.0 37.3 45.0 52.9 58.5 57.2 60.9
M 685.2 634.8 500.1 283.0 91.8 138.5 0.0Total : M+ 1442.8 1264.1 961.9 517.5 163.7 248.2 0.0
V 36.4 56.4 74.7 93.0 105.0 102.3 110.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 40.0 57.4 75.0 93.0 105.0 102.3 110.0
M 1361.3 1222.7 940.8 517.5 165.6 250.4 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 45
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.280
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Self Wt. 16.0 16.0Deck+Haunch 21.6 21.6Diaphragm 0.0 0.0DL-Prec.(DC) 3.0 3.0DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 25.9 25.9DL-Comp.(DW) 0.0 0.0Live 78.7 78.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
BR01 - Precast Moment, Span 1, Beam 3, SERVICE I
Sheet # 46
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.281
BR01 - Precast Shear, Span 1, Beam 3, SERVICE I
Sheet # 47
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.282
BR01 - Composite Moment, Span 1, Beam 3, SERVICE I
Sheet # 48
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.283
BR01 - Composite Shear, Span 1, Beam 3, SERVICE I
Sheet # 49
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.284
BR01 - Live Moment, Span 1, Beam 3, SERVICE I
Sheet # 50
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.285
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, SERVICE I
Sheet # 51
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.286
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M -0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 109.0 72.0 226.4 416.9 540.9 613.4 626.4
V 48.7 45.8 46.8 42.3 35.7 29.1 21.1 14.5LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 48.7 45.8 46.8 42.3 36.0 29.9 24.0 18.2
M -0.0 110.8 73.5 226.4 400.1 507.8 548.2 524.3Total : M+ 0.0 220.9 145.7 460.9 857.6 1128.8 1289.5 1331.8
V 97.9 90.9 93.3 82.5 65.8 49.2 31.1 14.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 97.9 90.9 93.3 82.5 66.0 49.9 34.0 18.2
M 0.0 222.7 147.2 460.9 840.8 1095.7 1224.3 1229.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 613.4 540.9 416.9 226.4 72.0 109.0 0.0
V 21.1 29.1 35.7 42.3 46.8 45.8 48.7LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 24.0 29.9 36.0 42.3 46.8 45.8 48.7
M 548.2 507.8 400.1 226.4 73.5 110.8 0.0Total : M+ 1289.5 1128.8 857.6 460.9 145.7 220.9 0.0
V 31.1 49.2 65.8 82.5 93.3 90.9 97.9Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 34.0 49.9 66.0 82.5 93.3 90.9 97.9
M 1224.3 1095.7 840.8 460.9 147.2 222.7 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 52
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.287
BR01 - Precast Moment, Span 1, Beam 1, SERVICE III
Sheet # 53
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.288
BR01 - Precast Shear, Span 1, Beam 1, SERVICE III
Sheet # 54
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.289
BR01 - Composite Moment, Span 1, Beam 1, SERVICE III
Sheet # 55
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.290
BR01 - Composite Shear, Span 1, Beam 1, SERVICE III
Sheet # 56
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.291
BR01 - Live Moment, Span 1, Beam 1, SERVICE III
Sheet # 57
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.292
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, SERVICE III
Sheet # 58
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.293
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M -0.0 6.1 4.0 12.8 23.8 31.6 36.2 37.7DC(Max) V 2.7 2.5 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.9 42.1 133.9 251.9 336.2 386.7 403.6Haunch (Max) V 28.1 25.8 26.6 22.9 17.2 11.5 5.7 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 90.3 59.7 187.6 345.4 448.2 508.2 518.9
V 56.0 52.7 53.8 48.6 41.1 33.5 24.3 16.7LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 56.0 52.7 53.8 48.6 41.4 34.4 27.6 21.0
M -0.0 91.8 60.9 187.6 331.5 420.7 454.2 434.4Total : M+ 0.0 216.4 142.7 451.6 841.8 1110.4 1269.9 1313.7
V 111.4 103.4 106.2 93.9 75.0 56.1 35.6 16.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 111.4 103.4 106.2 93.9 75.2 56.9 38.8 21.0
M -0.0 217.8 143.9 451.6 827.9 1083.0 1215.8 1229.2
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 36.2 31.6 23.8 12.8 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.5 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 386.7 336.2 251.9 133.9 42.1 63.9 0.0Haunch (Max) V 5.7 11.5 17.2 22.9 26.6 25.8 28.1Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 508.2 448.2 345.4 187.6 59.7 90.3 0.0
V 24.3 33.5 41.1 48.6 53.8 52.7 56.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 27.6 34.4 41.4 48.6 53.8 52.7 56.0
M 454.2 420.7 331.5 187.6 60.9 91.8 0.0Total : M+ 1269.9 1110.4 841.8 451.6 142.7 216.4 0.0
V 35.6 56.1 75.0 93.9 106.2 103.4 111.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 38.8 56.9 75.2 93.9 106.2 103.4 111.4
M 1215.8 1083.0 827.9 451.6 143.9 217.8 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 59
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.294
BR01 - Precast Moment, Span 1, Beam 2, SERVICE III
Sheet # 60
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.295
BR01 - Precast Shear, Span 1, Beam 2, SERVICE III
Sheet # 61
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.296
BR01 - Composite Moment, Span 1, Beam 2, SERVICE III
Sheet # 62
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.297
BR01 - Composite Shear, Span 1, Beam 2, SERVICE III
Sheet # 63
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.298
BR01 - Live Moment, Span 1, Beam 2, SERVICE III
Sheet # 64
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.299
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, SERVICE IIIShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, SERVICE III
Sheet # 65
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.300
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0DL-Prec. : M 0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 109.0 72.0 226.4 416.9 540.9 613.4 626.4
V 48.7 45.8 46.8 42.3 35.7 29.1 21.1 14.5LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 48.7 45.8 46.8 42.3 36.0 29.9 24.0 18.2
M -0.0 110.8 73.5 226.4 400.1 507.8 548.2 524.3Total : M+ 0.0 220.9 145.7 460.9 857.6 1128.8 1289.5 1331.8
V 97.9 90.9 93.3 82.4 65.8 49.2 31.1 14.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 97.9 90.9 93.3 82.4 66.0 49.9 34.0 18.2
M 0.0 222.7 147.2 460.9 840.8 1095.7 1224.3 1229.8
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 613.4 540.9 416.9 226.4 72.0 109.0 0.0
V 21.1 29.1 35.7 42.3 46.8 45.8 48.7LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 24.0 29.9 36.0 42.3 46.8 45.8 48.7
M 548.2 507.8 400.1 226.4 73.5 110.8 0.0Total : M+ 1289.5 1128.8 857.6 460.9 145.7 220.9 0.0
V 31.1 49.2 65.8 82.4 93.3 90.9 97.9Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 34.0 49.9 66.0 82.4 93.3 90.9 97.9
M 1224.3 1095.7 840.8 460.9 147.2 222.7 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 66
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.301
BR01 - Precast Moment, Span 1, Beam 3, SERVICE III
Sheet # 67
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.302
BR01 - Precast Shear, Span 1, Beam 3, SERVICE III
Sheet # 68
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.303
BR01 - Composite Moment, Span 1, Beam 3, SERVICE III
Sheet # 69
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.304
BR01 - Composite Shear, Span 1, Beam 3, SERVICE III
Sheet # 70
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.305
BR01 - Live Moment, Span 1, Beam 3, SERVICE III
Sheet # 71
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.306
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, SERVICE III
Sheet # 72
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.307
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 45.4 29.9 95.2 179.1 239.0 274.9 286.9(Max) V 20.0 18.3 18.9 16.3 12.2 8.2 4.1 0.0Self wt. : M 0.0 32.7 21.6 68.6 128.9 172.1 198.0 206.6(Min) V 14.4 13.2 13.6 11.7 8.8 5.9 2.9 0.0DL-Prec. : M -0.0 8.5 5.6 17.7 33.0 43.7 50.0 52.1DC(Max) V 3.7 3.4 3.5 3.0 2.2 1.4 0.7 0.0DL-Prec. : M -0.0 6.1 4.0 12.7 23.7 31.5 36.0 37.5DC(Min) V 2.7 2.5 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 61.4 40.5 128.7 242.1 323.1 371.7 387.9Haunch (Max) V 27.0 24.8 25.5 22.1 16.5 11.0 5.5 0.0Deck + : M 0.0 44.2 29.1 92.7 174.3 232.6 267.6 279.3Haunch (Min) V 19.4 17.8 18.4 15.9 11.9 7.9 4.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 24.5 16.2 51.4 96.7 129.1 148.5 155.0DC(Max) V 10.8 9.9 10.2 8.8 6.6 4.4 2.2 0.0DL-Comp : M -0.0 17.7 11.6 37.0 69.6 92.9 106.9 111.6DC(Min) V 7.8 7.1 7.3 6.3 4.8 3.2 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 238.5 157.5 495.3 912.0 1183.3 1341.7 1370.1
V 106.5 100.2 102.4 92.5 78.1 63.7 46.2 31.8LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 106.5 100.2 102.4 92.5 78.7 65.3 52.4 39.9
M -0.0 242.3 160.7 495.3 875.2 1110.9 1199.1 1146.9Total : M+ 0.0 378.4 249.7 788.4 1462.9 1918.1 2186.9 2252.0
V 168.0 156.5 160.6 142.7 115.7 88.8 58.7 31.8Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 168.0 156.5 160.6 142.7 116.3 90.4 64.9 39.9
M 0.0 382.2 252.9 788.4 1426.1 1845.7 2044.2 2028.7
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 73
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.308
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 274.9 239.0 179.1 95.2 29.9 45.4 0.0(Max) V 4.1 8.2 12.2 16.3 18.9 18.3 20.0Self wt. : M 198.0 172.1 128.9 68.6 21.6 32.7 0.0(Min) V 2.9 5.9 8.8 11.7 13.6 13.2 14.4DL-Prec. : M 50.0 43.7 33.0 17.7 5.6 8.5 -0.0DC(Max) V 0.7 1.4 2.2 3.0 3.5 3.4 3.7DL-Prec. : M 36.0 31.5 23.7 12.7 4.0 6.1 -0.0DC(Min) V 0.5 1.0 1.6 2.2 2.5 2.5 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 371.7 323.1 242.1 128.7 40.5 61.4 0.0Haunch (Max) V 5.5 11.0 16.5 22.1 25.5 24.8 27.0Deck + : M 267.6 232.6 174.3 92.7 29.1 44.2 0.0Haunch (Min) V 4.0 7.9 11.9 15.9 18.4 17.8 19.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 148.5 129.1 96.7 51.4 16.2 24.5 0.0DC(Max) V 2.2 4.4 6.6 8.8 10.2 9.9 10.8DL-Comp : M 106.9 92.9 69.6 37.0 11.6 17.7 0.0DC(Min) V 1.6 3.2 4.8 6.3 7.3 7.1 7.8DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1341.7 1183.3 912.0 495.3 157.5 238.5 0.0
V 46.2 63.7 78.1 92.5 102.4 100.2 106.5LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 52.4 65.3 78.7 92.5 102.4 100.2 106.5
M 1199.1 1110.9 875.2 495.3 160.7 242.3 0.0Total : M+ 2186.9 1918.1 1462.9 788.4 249.7 378.4 0.0
V 58.7 88.8 115.7 142.7 160.6 156.5 168.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 64.9 90.4 116.3 142.7 160.6 156.5 168.0
M 2044.2 1845.7 1426.1 788.4 252.9 382.2 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 20.0 20.0Deck+Haunch 27.0 27.0Diaphragm 0.0 0.0DL-Prec.(DC) 3.7 3.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.3 32.3DL-Comp.(DW) 0.0 0.0Live 137.7 137.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 74
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.309
BR01 - Precast Moment, Span 1, Beam 1, STRENGTH I
Sheet # 75
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.310
BR01 - Precast Shear, Span 1, Beam 1, STRENGTH I
Sheet # 76
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.311
BR01 - Composite Moment, Span 1, Beam 1, STRENGTH I
Sheet # 77
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.312
BR01 - Composite Shear, Span 1, Beam 1, STRENGTH I
Sheet # 78
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.313
BR01 - Live Moment, Span 1, Beam 1, STRENGTH I
Sheet # 79
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.314
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, STRENGTH I
Sheet # 80
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.315
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 45.4 29.9 95.2 179.1 239.0 274.9 286.9(Max) V 20.0 18.3 18.9 16.3 12.2 8.2 4.1 0.0Self wt. : M 0.0 32.7 21.6 68.6 128.9 172.1 198.0 206.6(Min) V 14.4 13.2 13.6 11.7 8.8 5.9 2.9 0.0DL-Prec. : M -0.0 7.6 5.0 16.0 29.8 39.5 45.2 47.1DC(Max) V 3.4 3.1 3.2 2.7 2.0 1.3 0.6 0.0DL-Prec. : M -0.0 5.5 3.6 11.5 21.5 28.4 32.6 33.9DC(Min) V 2.4 2.2 2.3 2.0 1.4 0.9 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 79.9 52.7 167.4 314.9 420.2 483.4 504.5Haunch (Max) V 35.1 32.2 33.2 28.7 21.5 14.3 7.2 0.0Deck + : M 0.0 57.5 37.9 120.5 226.7 302.6 348.1 363.2Haunch (Min) V 25.3 23.2 23.9 20.7 15.5 10.3 5.2 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 24.5 16.2 51.4 96.7 129.1 148.5 155.0DC(Max) V 10.8 9.9 10.2 8.8 6.6 4.4 2.2 0.0DL-Comp : M -0.0 17.7 11.6 37.0 69.6 92.9 106.9 111.6DC(Min) V 7.8 7.1 7.3 6.3 4.8 3.2 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 197.6 130.5 410.4 755.6 980.3 1111.6 1135.2
V 122.5 115.2 117.8 106.4 89.9 73.3 53.2 36.6LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 122.5 115.2 117.8 106.4 90.5 75.1 60.3 45.9
M -0.0 200.8 133.2 410.4 725.1 920.4 993.5 950.2Total : M+ 0.0 355.1 234.3 740.4 1376.1 1808.2 2063.8 2128.7
V 191.7 178.7 183.2 162.9 132.2 101.5 67.3 36.6Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 191.7 178.7 183.2 162.9 132.8 103.4 74.4 45.9
M -0.0 358.3 237.0 740.4 1345.6 1748.2 1945.6 1943.7
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 81
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.316
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 274.9 239.0 179.1 95.2 29.9 45.4 0.0(Max) V 4.1 8.2 12.2 16.3 18.9 18.3 20.0Self wt. : M 198.0 172.1 128.9 68.6 21.6 32.7 0.0(Min) V 2.9 5.9 8.8 11.7 13.6 13.2 14.4DL-Prec. : M 45.2 39.5 29.8 16.0 5.0 7.6 0.0DC(Max) V 0.6 1.3 2.0 2.7 3.2 3.1 3.4DL-Prec. : M 32.6 28.4 21.5 11.5 3.6 5.5 0.0DC(Min) V 0.5 0.9 1.4 2.0 2.3 2.2 2.4DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 483.4 420.2 314.9 167.4 52.7 79.9 0.0Haunch (Max) V 7.2 14.3 21.5 28.7 33.2 32.2 35.1Deck + : M 348.1 302.6 226.7 120.5 37.9 57.5 0.0Haunch (Min) V 5.2 10.3 15.5 20.7 23.9 23.2 25.3Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 148.5 129.1 96.7 51.4 16.2 24.5 0.0DC(Max) V 2.2 4.4 6.6 8.8 10.2 9.9 10.8DL-Comp : M 106.9 92.9 69.6 37.0 11.6 17.7 0.0DC(Min) V 1.6 3.2 4.8 6.3 7.3 7.1 7.8DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1111.6 980.3 755.6 410.4 130.5 197.6 0.0
V 53.2 73.3 89.9 106.4 117.8 115.2 122.5LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 60.3 75.1 90.5 106.4 117.8 115.2 122.5
M 993.5 920.4 725.1 410.4 133.2 200.8 0.0Total : M+ 2063.8 1808.2 1376.1 740.4 234.3 355.1 0.0
V 67.3 101.5 132.2 162.9 183.2 178.7 191.7Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 74.4 103.4 132.8 162.9 183.2 178.7 191.7
M 1945.6 1748.2 1345.6 740.4 237.0 358.3 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 20.0 20.0Deck+Haunch 35.1 35.1Diaphragm 0.0 0.0DL-Prec.(DC) 3.4 3.4DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.3 32.3DL-Comp.(DW) 0.0 0.0Live 137.7 137.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 82
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.317
BR01 - Precast Moment, Span 1, Beam 2, STRENGTH I
Sheet # 83
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.318
BR01 - Precast Shear, Span 1, Beam 2, STRENGTH I
Sheet # 84
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.319
BR01 - Composite Moment, Span 1, Beam 2, STRENGTH I
Sheet # 85
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.320
BR01 - Composite Shear, Span 1, Beam 2, STRENGTH I
Sheet # 86
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.321
BR01 - Live Moment, Span 1, Beam 2, STRENGTH I
Sheet # 87
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.322
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, STRENGTH IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, STRENGTH I
Sheet # 88
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.323
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 45.4 29.9 95.2 179.1 239.0 274.9 286.9(Max) V 20.0 18.3 18.9 16.3 12.2 8.2 4.1 0.0Self wt. : M 0.0 32.7 21.6 68.6 128.9 172.1 198.0 206.6(Min) V 14.4 13.2 13.6 11.7 8.8 5.9 2.9 0.0DL-Prec. : M 0.0 8.5 5.6 17.7 33.0 43.7 50.0 52.1DC(Max) V 3.7 3.4 3.5 3.0 2.2 1.4 0.7 0.0DL-Prec. : M 0.0 6.1 4.0 12.7 23.7 31.5 36.0 37.5DC(Min) V 2.7 2.5 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 61.4 40.5 128.7 242.1 323.1 371.7 387.9Haunch (Max) V 27.0 24.8 25.5 22.1 16.5 11.0 5.5 0.0Deck + : M 0.0 44.2 29.1 92.7 174.3 232.6 267.6 279.3Haunch (Min) V 19.4 17.8 18.4 15.9 11.9 7.9 4.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 24.5 16.2 51.4 96.7 129.1 148.5 155.0DC(Max) V 10.8 9.9 10.2 8.8 6.6 4.4 2.2 0.0DL-Comp : M -0.0 17.7 11.6 37.0 69.6 92.9 106.9 111.6DC(Min) V 7.8 7.1 7.3 6.3 4.8 3.2 1.6 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 238.5 157.5 495.3 912.0 1183.3 1341.7 1370.1
V 106.5 100.2 102.4 92.5 78.1 63.7 46.2 31.8LL + I : M- -0.0 -0.0 -0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 106.5 100.2 102.4 92.5 78.7 65.3 52.4 39.9
M -0.0 242.3 160.7 495.3 875.2 1110.9 1199.1 1146.9Total : M+ 0.0 378.4 249.7 788.4 1462.9 1918.1 2186.9 2252.0
V 168.0 156.5 160.6 142.7 115.7 88.8 58.7 31.8Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 168.0 156.5 160.6 142.7 116.3 90.4 64.9 39.9
M 0.0 382.2 252.9 788.4 1426.1 1845.7 2044.2 2028.7
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 89
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.324
REACTIONS (kips), STRENGTH I
Upward reactions are positive.Live Load reactions are per lane with no distribution factor and no impact.Reactions are not multiplied by Load Modifiers (ductility, redundancy and operational importance).Non-composite load types are per beam.Composite and Pedestrian load types are per total bridge width.
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 274.9 239.0 179.1 95.2 29.9 45.4 0.0(Max) V 4.1 8.2 12.2 16.3 18.9 18.3 20.0Self wt. : M 198.0 172.1 128.9 68.6 21.6 32.7 0.0(Min) V 2.9 5.9 8.8 11.7 13.6 13.2 14.4DL-Prec. : M 50.0 43.7 33.0 17.7 5.6 8.5 -0.0DC(Max) V 0.7 1.4 2.2 3.0 3.5 3.4 3.7DL-Prec. : M 36.0 31.5 23.7 12.7 4.0 6.1 -0.0DC(Min) V 0.5 1.0 1.6 2.2 2.5 2.5 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 371.7 323.1 242.1 128.7 40.5 61.4 0.0Haunch (Max) V 5.5 11.0 16.5 22.1 25.5 24.8 27.0Deck + : M 267.6 232.6 174.3 92.7 29.1 44.2 0.0Haunch (Min) V 4.0 7.9 11.9 15.9 18.4 17.8 19.4Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 148.5 129.1 96.7 51.4 16.2 24.5 0.0DC(Max) V 2.2 4.4 6.6 8.8 10.2 9.9 10.8DL-Comp : M 106.9 92.9 69.6 37.0 11.6 17.7 0.0DC(Min) V 1.6 3.2 4.8 6.3 7.3 7.1 7.8DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 1341.7 1183.3 912.0 495.3 157.5 238.5 0.0
V 46.2 63.7 78.1 92.5 102.4 100.2 106.5LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 52.4 65.3 78.7 92.5 102.4 100.2 106.5
M 1199.1 1110.9 875.2 495.3 160.7 242.3 0.0Total : M+ 2186.9 1918.1 1462.9 788.4 249.7 378.4 0.0
V 58.7 88.8 115.7 142.7 160.6 156.5 168.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 64.9 90.4 116.3 142.7 160.6 156.5 168.0
M 2044.2 1845.7 1426.1 788.4 252.9 382.2 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Self Wt. 20.0 20.0Deck+Haunch 27.0 27.0Diaphragm 0.0 0.0DL-Prec.(DC) 3.7 3.7DL-Prec.(DW) 0.0 0.0DL-Comp.(DC) 32.3 32.3DL-Comp.(DW) 0.0 0.0Live 137.7 137.7Pedestrian 0.0 0.0
Load Type Left Support Right Support
Sheet # 90
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.325
BR01 - Precast Moment, Span 1, Beam 3, STRENGTH I
Sheet # 91
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.326
BR01 - Precast Shear, Span 1, Beam 3, STRENGTH I
Sheet # 92
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.327
BR01 - Composite Moment, Span 1, Beam 3, STRENGTH I
Sheet # 93
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.328
BR01 - Composite Shear, Span 1, Beam 3, STRENGTH I
Sheet # 94
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.329
BR01 - Live Moment, Span 1, Beam 3, STRENGTH I
Sheet # 95
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.330
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 1, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 3, STRENGTH I
Sheet # 96
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.331
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M -0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 95.9 63.6 195.5 343.3 440.1 478.9 460.4
V 43.6 40.7 41.8 37.2 30.9 24.5 18.1 16.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 43.6 40.7 41.8 37.2 30.9 24.9 19.6 16.0
M 0.0 95.9 63.6 195.5 343.3 423.9 447.5 460.4Total : M+ 0.0 207.8 137.4 430.0 784.0 1028.0 1155.0 1165.9
V 92.8 85.8 88.3 77.4 60.9 44.6 28.1 16.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 92.8 85.8 88.3 77.4 60.9 45.0 29.6 16.0
M 0.0 207.8 137.4 430.0 784.0 1011.8 1123.6 1165.9
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 97
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.332
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 -0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 478.9 440.1 343.3 195.5 63.6 95.9 0.0
V 18.1 24.5 30.9 37.2 41.8 40.7 43.6LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 19.6 24.9 30.9 37.2 41.8 40.7 43.6
M 447.5 423.9 343.3 195.5 63.6 95.9 0.0Total : M+ 1155.0 1028.0 784.0 430.0 137.4 207.8 0.0
V 28.1 44.6 60.9 77.4 88.3 85.8 92.8Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 29.6 45.0 60.9 77.4 88.3 85.8 92.8
M 1123.6 1011.8 784.0 430.0 137.4 207.8 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 98
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.333
BR01 - Precast Moment, Span 1, Beam 1, FATIGUE I
Sheet # 99
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.334
BR01 - Precast Shear, Span 1, Beam 1, FATIGUE I
Sheet # 100
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.335
BR01 - Composite Moment, Span 1, Beam 1, FATIGUE I
Sheet # 101
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.336
BR01 - Composite Shear, Span 1, Beam 1, FATIGUE I
Sheet # 102
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.337
BR01 - Live Moment, Span 1, Beam 1, FATIGUE I
Sheet # 103
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.338
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 2, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 1, FATIGUE I
Sheet # 104
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.339
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M -0.0 6.1 4.0 12.8 23.8 31.6 36.2 37.7DC(Max) V 2.7 2.5 2.5 2.2 1.6 1.0 0.5 0.0DL-Prec. : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 63.9 42.1 133.9 251.9 336.2 386.7 403.6Haunch (Max) V 28.1 25.8 26.6 22.9 17.2 11.5 5.7 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 79.4 52.7 162.0 284.4 364.6 396.8 381.5
V 50.2 46.9 48.0 42.8 35.5 28.2 20.9 18.4LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 50.2 46.9 48.0 42.8 35.5 28.7 22.5 18.4
M 0.0 79.4 52.7 162.0 284.4 351.2 370.8 381.5Total : M+ 0.0 205.5 135.8 426.0 780.8 1026.9 1158.5 1176.3
V 105.5 97.6 100.4 88.1 69.4 50.8 32.1 18.4Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 105.5 97.6 100.4 88.1 69.4 51.2 33.8 18.4
M 0.0 205.5 135.8 426.0 780.8 1013.4 1132.5 1176.3
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 105
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.340
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 36.2 31.6 23.8 12.8 4.0 6.1 0.0DC(Max) V 0.5 1.0 1.6 2.2 2.5 2.5 2.7DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 386.7 336.2 251.9 133.9 42.1 63.9 0.0Haunch (Max) V 5.7 11.5 17.2 22.9 26.6 25.8 28.1Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 396.8 364.6 284.4 162.0 52.7 79.4 0.0
V 20.9 28.2 35.5 42.8 48.0 46.9 50.2LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 22.5 28.7 35.5 42.8 48.0 46.9 50.2
M 370.8 351.2 284.4 162.0 52.7 79.4 0.0Total : M+ 1158.5 1026.9 780.8 426.0 135.8 205.5 0.0
V 32.1 50.8 69.4 88.1 100.4 97.6 105.5Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 33.8 51.2 69.4 88.1 100.4 97.6 105.5
M 1132.5 1013.4 780.8 426.0 135.8 205.5 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 106
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.341
BR01 - Precast Moment, Span 1, Beam 2, FATIGUE I
Sheet # 107
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.342
BR01 - Precast Shear, Span 1, Beam 2, FATIGUE I
Sheet # 108
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.343
BR01 - Composite Moment, Span 1, Beam 2, FATIGUE I
Sheet # 109
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.344
BR01 - Composite Shear, Span 1, Beam 2, FATIGUE I
Sheet # 110
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.345
BR01 - Live Moment, Span 1, Beam 2, FATIGUE I
Sheet # 111
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.346
SHEAR AND MOMENT ENVELOPE : Span : 1, Beam : 3, FATIGUE IShears: kips, Moments: kft
BR01 - Live Shear, Span 1, Beam 2, FATIGUE I
Sheet # 112
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.347
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75Self wt. : M 0.0 36.4 24.0 76.2 143.3 191.2 220.0 229.5(Max) V 16.0 14.6 15.1 13.1 9.8 6.5 3.3 0.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 6.8 4.5 14.1 26.4 35.0 40.0 41.7DC(Max) V 3.0 2.7 2.8 2.4 1.8 1.2 0.6 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 0.0 49.1 32.4 103.0 193.7 258.5 297.3 310.3Haunch (Max) V 21.6 19.8 20.4 17.6 13.2 8.8 4.4 0.0Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M -0.0 19.6 12.9 41.1 77.4 103.3 118.8 124.0DC(Max) V 8.6 7.9 8.2 7.1 5.3 3.5 1.8 0.0DL-Comp : M -0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 0.0 95.9 63.6 195.5 343.3 440.1 478.9 460.4
V 43.6 40.7 41.8 37.2 30.9 24.5 18.1 16.0LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 43.6 40.7 41.8 37.2 30.9 24.9 19.6 16.0
M 0.0 95.9 63.6 195.5 343.3 423.9 447.5 460.4Total : M+ 0.0 207.8 137.4 430.0 784.0 1028.0 1155.0 1165.9
V 92.8 85.8 88.3 77.4 60.9 44.6 28.1 16.0Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 92.8 85.8 88.3 77.4 60.9 45.0 29.6 16.0
M 0.0 207.8 137.4 430.0 784.0 1011.8 1123.6 1165.9
Bearing Trans H/2 0.10L 0.20L 0.30L 0.40L Midspan
Sheet # 113
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.348
Location, ft 34.63 40.50 46.38 52.25 55.96 55.12 57.50Self wt. : M 220.0 191.2 143.3 76.2 24.0 36.4 0.0(Max) V 3.3 6.5 9.8 13.1 15.1 14.6 16.0Self wt. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 40.0 35.0 26.4 14.1 4.5 6.8 -0.0DC(Max) V 0.6 1.2 1.8 2.4 2.8 2.7 3.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 -0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Prec. : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Deck + : M 297.3 258.5 193.7 103.0 32.4 49.1 0.0Haunch (Max) V 4.4 8.8 13.2 17.6 20.4 19.8 21.6Deck + : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0Haunch (Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Diaphragm : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 118.8 103.3 77.4 41.1 12.9 19.6 0.0DC(Max) V 1.8 3.5 5.3 7.1 8.2 7.9 8.6DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DC(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Max) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0DL-Comp : M 0.0 0.0 0.0 0.0 0.0 0.0 0.0DW(Min) V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : M+ 478.9 440.1 343.3 195.5 63.6 95.9 0.0
V 18.1 24.5 30.9 37.2 41.8 40.7 43.6LL + I : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0LL + I : Vmx 19.6 24.9 30.9 37.2 41.8 40.7 43.6
M 447.5 423.9 343.3 195.5 63.6 95.9 0.0Total : M+ 1155.0 1028.0 784.0 430.0 137.4 207.8 0.0
V 28.1 44.6 60.9 77.4 88.3 85.8 92.8Total : M- 0.0 0.0 0.0 0.0 0.0 0.0 0.0
V 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total : Vmx 29.6 45.0 60.9 77.4 88.3 85.8 92.8
M 1123.6 1011.8 784.0 430.0 137.4 207.8 0.0
0.60L 0.70L 0.80L 0.90L H/2 Trans Bearing
Sheet # 114
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.349
BR01 - Precast Moment, Span 1, Beam 3, FATIGUE I
Sheet # 115
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.350
BR01 - Precast Shear, Span 1, Beam 3, FATIGUE I
Sheet # 116
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.351
BR01 - Composite Moment, Span 1, Beam 3, FATIGUE I
Sheet # 117
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.352
BR01 - Composite Shear, Span 1, Beam 3, FATIGUE I
Sheet # 118
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.353
BR01 - Live Moment, Span 1, Beam 3, FATIGUE I
Sheet # 119
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.354
BR01 - Live Shear, Span 1, Beam 3, FATIGUE I
Sheet # 120
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.355
POSITIVE ENVELOPE STRESSES
Span : 1, Beam : 1, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 121
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.356
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
BR01 - Stresses at Release, Span 1, Beam 1, SERVICE I
Sheet # 122
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.357
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.127 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.227 2.306 3.346 3.590 3.834 4.077 4.077
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.053 0.099 0.131 0.150 0.156Bottom 0.000 -0.026 -0.017 -0.054 -0.100 -0.132 -0.152 -0.158
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.184 0.121 0.385 0.724 0.966 1.111 1.159Bottom -0.000 -0.186 -0.123 -0.390 -0.733 -0.979 -1.126 -1.175
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.022 0.029 0.033 0.035Bottom -0.000 -0.038 -0.025 -0.081 -0.151 -0.202 -0.232 -0.243
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.038 0.025 0.079 0.145 0.189 0.214 0.218Bottom -0.000 -0.267 -0.176 -0.554 -1.020 -1.323 -1.500 -1.532
Final 1 (P/S + DL + LL)Precast-top -0.024 0.178 0.128 0.484 0.956 1.219 1.279 1.376 Bottom 0.652 2.573 1.874 1.980 1.043 0.474 0.235 0.101
Final 2 (P/S + DL)Precast-top -0.024 0.140 0.103 0.405 0.810 1.030 1.066 1.157 Bottom 0.652 2.839 2.050 2.534 2.063 1.797 1.735 1.633
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 123
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.358
Span : 1, Beam : 2, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, SERVICE I
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 124
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.359
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.96 %)
BR01 - Stresses at Release, Span 1, Beam 2, SERVICE I
Sheet # 125
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.360
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.128 -0.329 -0.570 -0.811 -1.051 -1.051Bottom 0.653 3.233 2.310 3.352 3.596 3.841 4.085 4.085
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top 0.000 0.023 0.015 0.048 0.089 0.118 0.135 0.141Bottom -0.000 -0.023 -0.015 -0.048 -0.090 -0.120 -0.137 -0.143
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top -0.000 0.239 0.157 0.500 0.941 1.256 1.445 1.508Bottom -0.000 -0.242 -0.159 -0.507 -0.954 -1.273 -1.464 -1.528
DL-Comp (DC)Precast-top 0.000 0.003 0.002 0.007 0.012 0.016 0.019 0.020Bottom -0.000 -0.037 -0.024 -0.077 -0.146 -0.194 -0.224 -0.233
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.018 0.012 0.037 0.069 0.089 0.101 0.103Bottom -0.000 -0.213 -0.140 -0.441 -0.813 -1.055 -1.196 -1.221
Final 1 (P/S + DL + LL)Precast-top -0.024 0.208 0.148 0.548 1.077 1.384 1.471 1.578 Bottom 0.653 2.581 1.880 1.990 1.052 0.475 0.231 0.090
Final 2 (P/S + DL)Precast-top -0.024 0.190 0.136 0.510 1.008 1.294 1.369 1.474 Bottom 0.653 2.793 2.020 2.431 1.864 1.530 1.427 1.312
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 126
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.361
Span : 1, Beam : 3, SERVICE I
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, SERVICE I
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 127
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.362
SERVICE I
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
BR01 - Stresses at Release, Span 1, Beam 3, SERVICE I
Sheet # 128
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.363
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.127 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.227 2.306 3.346 3.590 3.834 4.077 4.077
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.053 0.099 0.131 0.149 0.156Bottom 0.000 -0.026 -0.017 -0.054 -0.100 -0.132 -0.152 -0.158
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.184 0.121 0.385 0.724 0.966 1.111 1.159Bottom -0.000 -0.186 -0.123 -0.390 -0.733 -0.979 -1.126 -1.175
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.022 0.029 0.033 0.035Bottom -0.000 -0.038 -0.025 -0.081 -0.151 -0.202 -0.232 -0.243
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.038 0.025 0.079 0.145 0.189 0.214 0.218Bottom -0.000 -0.267 -0.176 -0.554 -1.020 -1.323 -1.500 -1.532
Final 1 (P/S + DL + LL)Precast-top -0.024 0.178 0.128 0.484 0.956 1.219 1.279 1.376 Bottom 0.652 2.573 1.874 1.980 1.043 0.474 0.235 0.101
Final 2 (P/S + DL)Precast-top -0.024 0.140 0.103 0.405 0.810 1.030 1.066 1.157 Bottom 0.652 2.839 2.050 2.534 2.063 1.797 1.735 1.633
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 129
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.364
Span : 1, Beam : 1, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, SERVICE I
Sheet # 130
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.365
SERVICE III
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 1, SERVICE III
Sheet # 131
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.366
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.127 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.227 2.306 3.346 3.590 3.834 4.077 4.077
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.053 0.099 0.131 0.150 0.156Bottom 0.000 -0.026 -0.017 -0.054 -0.100 -0.132 -0.152 -0.158
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.184 0.121 0.385 0.724 0.966 1.111 1.159Bottom -0.000 -0.186 -0.123 -0.390 -0.733 -0.979 -1.126 -1.175
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.022 0.029 0.033 0.035Bottom -0.000 -0.038 -0.025 -0.081 -0.151 -0.202 -0.232 -0.243
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.030 0.020 0.063 0.116 0.151 0.171 0.175Bottom -0.000 -0.213 -0.141 -0.443 -0.816 -1.058 -1.200 -1.226
Final 1 (P/S + DL + LL)Precast-top -0.024 0.170 0.123 0.469 0.927 1.181 1.237 1.332 Bottom 0.652 2.626 1.909 2.091 1.247 0.738 0.535 0.408
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 132
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.367
Span : 1, Beam : 2, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, SERVICE III
Sheet # 133
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.368
SERVICE III
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 2, SERVICE III
Sheet # 134
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.369
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 11.96 %)
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.128 -0.329 -0.570 -0.811 -1.051 -1.051Bottom 0.653 3.233 2.310 3.352 3.596 3.841 4.085 4.085
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top 0.000 0.023 0.015 0.048 0.089 0.118 0.135 0.141Bottom -0.000 -0.023 -0.015 -0.048 -0.090 -0.120 -0.137 -0.143
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top -0.000 0.239 0.157 0.500 0.941 1.256 1.445 1.508Bottom -0.000 -0.242 -0.159 -0.507 -0.954 -1.273 -1.464 -1.528
DL-Comp (DC)Precast-top 0.000 0.003 0.002 0.007 0.012 0.016 0.019 0.020Bottom -0.000 -0.037 -0.024 -0.077 -0.146 -0.194 -0.224 -0.233
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.014 0.010 0.030 0.055 0.072 0.081 0.083Bottom -0.000 -0.170 -0.112 -0.353 -0.650 -0.844 -0.957 -0.977
Final 1 (P/S + DL + LL)Precast-top -0.024 0.204 0.146 0.540 1.063 1.366 1.450 1.557 Bottom 0.653 2.623 1.908 2.078 1.214 0.686 0.470 0.335
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 135
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.370
Span : 1, Beam : 3, SERVICE III
RELEASE STRESSES, (ksi) (LOSS = 9.28 %)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, SERVICE III
Sheet # 136
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.371
SERVICE III
Location, ft 3.00 5.88 11.75 17.63 23.50 29.38
Beam-SelfPrecast-top 0.174 0.322 0.573 0.752 0.859 0.895 Bottom -0.176 -0.327 -0.581 -0.762 -0.871 -0.907
PrestressPrecast-top -0.217 -0.339 -0.587 -0.835 -1.083 -1.083 Bottom 3.331 3.454 3.706 3.958 4.209 4.209
TotalPrecast-top -0.044 -0.017 -0.014 -0.083 -0.224 -0.188 Bottom 3.155 3.128 3.125 3.195 3.338 3.302
As_top, in2 0.000 0.000 0.000 0.000 0.000 0.000 Ast_prvd, in2 0.000 0.000 0.000 0.000 0.000 0.000
Trans 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
BR01 - Stresses at Release, Span 1, Beam 3, SERVICE III
Sheet # 137
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.372
POSITIVE ENVELOPE STRESSES, (ksi) (LOSS = 12.11 %)
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
PrestressPrecast-top -0.024 -0.211 -0.127 -0.328 -0.569 -0.809 -1.050 -1.050Bottom 0.652 3.227 2.306 3.346 3.590 3.834 4.077 4.077
Self wt.Precast-top -0.000 0.136 0.090 0.285 0.535 0.714 0.822 0.858Bottom -0.000 -0.138 -0.091 -0.288 -0.542 -0.724 -0.833 -0.869
DL-Prec (DC)Precast-top -0.000 0.025 0.017 0.053 0.099 0.131 0.149 0.156Bottom 0.000 -0.026 -0.017 -0.054 -0.100 -0.132 -0.152 -0.158
DL-Prec (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
DiaphragmPrecast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
Deck + HaunchPrecast-top 0.000 0.184 0.121 0.385 0.724 0.966 1.111 1.159Bottom -0.000 -0.186 -0.123 -0.390 -0.733 -0.979 -1.126 -1.175
DL-Comp (DC)Precast-top 0.000 0.005 0.004 0.011 0.022 0.029 0.033 0.035Bottom -0.000 -0.038 -0.025 -0.081 -0.151 -0.202 -0.232 -0.243
DL-Comp (DW)Precast-top -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000Bottom -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000 -0.000
LL+I(+)Precast-top -0.000 0.030 0.020 0.063 0.116 0.151 0.171 0.175Bottom -0.000 -0.213 -0.141 -0.443 -0.816 -1.058 -1.200 -1.226
Final 1 (P/S + DL + LL)Precast-top -0.024 0.170 0.123 0.469 0.927 1.181 1.237 1.332 Bottom 0.652 2.626 1.909 2.091 1.247 0.738 0.535 0.408
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 138
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.373
Span : 1, Beam : 1, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, SERVICE III
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
F_LL+I(+)Precast-top -0.000 0.027 0.018 0.055 0.096 0.123 0.134 0.128Bottom -0.000 -0.188 -0.125 -0.383 -0.672 -0.861 -0.937 -0.901
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.097 0.069 0.257 0.501 0.638 0.666 0.707 Bottom 0.326 1.232 0.901 0.884 0.360 0.037 -0.070 -0.084
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 139
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.374
Span : 1, Beam : 2, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 1, FATIGUE I
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
F_LL+I(+)Precast-top -0.000 0.013 0.008 0.026 0.045 0.058 0.063 0.061Bottom -0.000 -0.150 -0.099 -0.305 -0.535 -0.686 -0.747 -0.718
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.108 0.077 0.281 0.549 0.705 0.748 0.798 Bottom 0.326 1.247 0.911 0.911 0.397 0.079 -0.033 -0.062
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 140
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.375
Span : 1, Beam : 3, FATIGUE IPOSITIVE ENVELOPE STRESSES, (ksi)
BR01 - Positive Stresses at Final 1, Span 1, Beam 2, FATIGUE I
Location, ft 0.00 2.38 1.54 5.25 11.13 17.00 22.88 28.75
F_LL+I(+)Precast-top -0.000 0.027 0.018 0.055 0.096 0.123 0.134 0.128Bottom -0.000 -0.188 -0.125 -0.383 -0.672 -0.861 -0.937 -0.901
Final 3 ( 50% P/S + 50% DL + F_LL )Precast-top -0.012 0.097 0.069 0.257 0.501 0.638 0.666 0.707 Bottom 0.326 1.232 0.901 0.884 0.360 0.037 -0.070 -0.084
Bearing Trans H/2 0.10L/0.90L
0.20L/0.80L
0.30L/0.70L
0.40L/0.60L Midspan
Sheet # 141
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.376
BR01 - Positive Stresses at Final 1, Span 1, Beam 3, FATIGUE I
Sheet # 142
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.377
VERTICAL/HORIZONTAL SHEAR
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 1, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Sheet # 143
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.378
Bearing : 0.63168.0 6.00 34.25 0.407 2.3 6.00e-3 50.0 169.0 1.187 2.976 0.00
0.0 0.62 33.94 39.4 0.121 15.4 0.87 24.00 0.104 2.058 0.497
Transfer : 3.00156.5 6.00 34.25 3.472 10.9 -0.14e-3 28.5 71.5 0.237 0.800 0.00382.2 2.95 32.77 189.0 0.111 91.5 5.37 24.00 0.104 1.977 2.385
Critical : 3.35154.8 6.00 34.25 3.472 10.9 -0.14e-3 28.5 70.0 0.232 0.800 0.00424.3 3.01 32.74 189.0 0.109 91.1 5.36 24.00 0.104 1.995 2.431
0.1L : 5.88142.7 6.00 32.56 3.906 10.9 -0.12e-3 28.6 63.4 0.224 0.800 0.00788.4 3.42 30.84 189.0 0.106 84.2 5.26 24.00 0.104 2.028 3.109
0.2L : 11.75116.3 6.00 32.00 4.340 10.9 -0.05e-3 28.8 40.6 0.150 0.300 0.00
1426.1 4.29 29.85 189.0 0.088 77.6 5.01 24.00 0.104 1.316 4.340
0.3L : 17.6390.4 6.00 33.00 4.340 10.9 -0.01e-3 29.0 12.1 0.104 0.300 0.00
1845.7 4.30 30.85 189.0 0.064 77.4 4.83 24.00 0.104 1.712 4.340
0.4L : 23.5064.9 6.00 34.00 4.340 0.0 0.12e-3 29.4 0.0 0.104 0.300 0.00
2044.2 4.30 31.85 189.0 0.050 72.9 4.40 24.00 0.104 2.184 4.340
0.5L : 29.3839.9 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.0 0.104 0.300 0.00
2028.7 4.30 31.85 189.0 0.031 79.8 4.82 24.00 0.104 3.746 4.340
0.6L : 35.2564.9 6.00 34.00 4.340 0.0 0.12e-3 29.4 0.0 0.104 0.300 0.00
2044.2 4.30 31.85 189.0 0.050 72.9 4.40 24.00 0.104 2.184 4.340
0.7L : 41.1390.4 6.00 33.00 4.340 10.9 -0.01e-3 29.0 12.1 0.104 0.300 0.00
1845.7 4.30 30.85 189.0 0.064 77.4 4.83 24.00 0.104 1.712 4.340
0.8L : 47.00116.3 6.00 32.00 4.340 10.9 -0.05e-3 28.8 40.6 0.150 0.300 0.00
1426.1 4.29 29.85 189.0 0.088 77.6 5.01 24.00 0.104 1.316 4.340
0.9L : 52.88142.7 6.00 32.56 3.906 10.9 -0.12e-3 28.6 63.4 0.224 0.800 0.00788.4 3.42 30.84 189.0 0.106 84.2 5.26 24.00 0.104 2.028 3.109
Critical : 55.40154.8 6.00 34.25 3.472 10.9 -0.14e-3 28.5 70.0 0.232 0.800 0.00424.3 3.01 32.74 189.0 0.109 91.1 5.36 24.00 0.104 1.995 2.431
Transfer : 55.75156.5 6.00 34.25 3.472 10.9 -0.14e-3 28.5 71.5 0.237 0.800 0.00382.2 2.95 32.77 189.0 0.111 91.5 5.37 24.00 0.104 1.977 2.385
Bearing : 58.13168.0 6.00 34.25 0.407 2.3 6.00e-3 50.0 169.0 1.187 3.720 0.00
0.0 0.62 33.94 39.4 0.121 15.4 0.87 24.00 0.104 2.058 0.497
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 144
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.379
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 1
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 1(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 1, STRENGTH I
Sheet # 145
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.380
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 2, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Bearing : 0.00168.0 5.50 34.25 0.62 33.94 24.00 0.300 1.083 0.000 2.976
Transfer : 2.38156.5 5.31 34.25 2.95 32.77 24.00 0.300 1.019 0.000 0.800
Critical : 2.73154.8 5.25 34.25 3.01 32.74 24.00 0.300 1.002 0.000 0.800
0.1L : 5.25142.7 5.14 32.56 3.42 30.84 24.00 0.300 0.964 0.000 0.800
0.2L : 11.13116.3 4.33 32.00 4.29 29.85 24.00 0.300 0.692 0.000 0.300
0.3L : 17.0090.4 3.26 33.00 4.30 30.85 24.00 0.300 0.335 0.000 0.300
0.4L : 22.8864.9 2.26 34.00 4.30 31.85 24.00 0.300 0.005 0.000 0.300
0.5L : 28.7539.9 1.39 34.00 4.30 31.85 24.00 0.300 0.000 0.000 0.300
0.6L : 34.6364.9 2.26 34.00 4.30 31.85 24.00 0.300 0.005 0.000 0.300
0.7L : 40.5090.4 3.26 33.00 4.30 30.85 24.00 0.300 0.335 0.000 0.300
0.8L : 46.38116.3 4.33 32.00 4.29 29.85 24.00 0.300 0.692 0.000 0.300
0.9L : 52.25142.7 5.14 32.56 3.42 30.84 24.00 0.300 0.964 0.000 0.800
Critical : 54.77154.8 5.25 34.25 3.01 32.74 24.00 0.300 1.002 0.000 0.800
Transfer : 55.13156.5 5.31 34.25 2.95 32.77 24.00 0.300 1.019 0.000 0.800
Bearing : 57.50168.0 5.50 34.25 0.62 33.94 24.00 0.300 1.083 0.000 3.720
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 146
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.381
Bearing : 0.63191.7 6.00 34.25 0.411 2.3 6.00e-3 50.0 195.3 1.368 2.976 0.00
0.0 0.47 34.02 39.4 0.138 15.4 0.87 12.00 0.104 1.808 0.493
Transfer : 3.00178.7 6.00 34.25 3.472 10.9 -0.11e-3 28.6 97.7 0.322 0.800 0.00358.3 2.22 33.14 189.0 0.126 89.9 5.22 12.00 0.104 1.732 2.365
Critical : 3.38176.6 6.00 34.25 3.472 10.9 -0.11e-3 28.6 95.3 0.314 0.800 0.00402.3 2.27 33.11 189.0 0.124 90.0 5.23 24.00 0.104 1.752 2.416
0.1L : 5.88162.9 6.00 32.56 3.906 10.9 -0.10e-3 28.6 85.7 0.299 0.800 0.00740.4 2.58 31.27 189.0 0.121 84.4 5.20 24.00 0.104 1.791 3.086
0.2L : 11.75132.8 6.00 32.00 4.340 10.9 -0.06e-3 28.8 57.6 0.209 0.300 0.00
1345.6 3.26 30.37 189.0 0.100 79.0 5.01 24.00 0.104 1.171 4.340
0.3L : 17.63103.4 6.00 33.00 4.340 10.9 -0.02e-3 28.9 24.5 0.104 0.300 0.00
1748.2 3.26 31.37 189.0 0.074 79.4 4.87 24.00 0.104 1.528 4.340
0.4L : 23.5074.4 6.00 34.00 4.340 0.0 -0.01e-3 29.0 1.4 0.104 0.300 0.00
1945.6 3.26 32.37 189.0 0.057 81.2 4.83 24.00 0.104 2.044 4.340
0.5L : 29.3845.9 6.00 34.00 4.340 0.0 -0.02e-3 28.9 0.0 0.104 0.300 0.00
1943.7 3.26 32.37 189.0 0.035 81.8 4.87 24.00 0.104 3.328 4.340
0.6L : 35.2574.4 6.00 34.00 4.340 0.0 -0.01e-3 29.0 1.4 0.104 0.300 0.00
1945.6 3.26 32.37 189.0 0.057 81.2 4.83 24.00 0.104 2.044 4.340
0.7L : 41.13103.4 6.00 33.00 4.340 10.9 -0.02e-3 28.9 24.5 0.104 0.300 0.00
1748.2 3.26 31.37 189.0 0.074 79.4 4.87 24.00 0.104 1.528 4.340
0.8L : 47.00132.8 6.00 32.00 4.340 10.9 -0.06e-3 28.8 57.6 0.209 0.300 0.00
1345.6 3.26 30.37 189.0 0.100 79.0 5.01 24.00 0.104 1.171 4.340
0.9L : 52.88162.9 6.00 32.56 3.906 10.9 -0.10e-3 28.6 85.7 0.299 0.800 0.00740.4 2.58 31.27 189.0 0.121 84.4 5.20 24.00 0.104 1.791 3.086
Critical : 55.37176.6 6.00 34.25 3.472 10.9 -0.11e-3 28.6 95.3 0.314 0.800 0.00402.3 2.27 33.11 189.0 0.124 90.0 5.23 24.00 0.104 1.752 2.416
Transfer : 55.75178.7 6.00 34.25 3.472 10.9 -0.11e-3 28.6 97.7 0.322 0.800 0.00358.3 2.22 33.14 189.0 0.126 89.9 5.22 12.00 0.104 1.732 2.365
Bearing : 58.13191.7 6.00 34.25 0.411 2.3 6.00e-3 50.0 195.3 1.368 3.720 0.00
0.0 0.47 34.02 39.4 0.138 15.4 0.87 12.00 0.104 1.808 0.493
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 147
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.382
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 2
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 2(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 2, STRENGTH I
Sheet # 148
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.383
VERTICAL SHEAR (Art. 5.8) - Span : 1, Beam : 3, STRENGTH IUsing General Beta Theta Equation procedure - Art.5.8.3.4.2
Bearing : 0.00191.7 6.26 34.25 0.47 34.02 24.00 0.300 1.337 0.000 2.976
Transfer : 2.38178.7 5.99 34.25 2.22 33.14 24.00 0.300 1.247 0.000 0.800
Critical : 2.76176.6 5.92 34.25 2.27 33.11 24.00 0.300 1.225 0.000 0.800
0.1L : 5.25162.9 5.79 32.56 2.58 31.27 24.00 0.300 1.180 0.000 0.800
0.2L : 11.13132.8 4.86 32.00 3.26 30.37 24.00 0.300 0.870 0.000 0.300
0.3L : 17.00103.4 3.66 33.00 3.26 31.37 24.00 0.300 0.470 0.000 0.300
0.4L : 22.8874.4 2.55 34.00 3.26 32.37 24.00 0.300 0.101 0.000 0.300
0.5L : 28.7545.9 1.57 34.00 3.26 32.37 24.00 0.300 0.000 0.000 0.300
0.6L : 34.6374.4 2.55 34.00 3.26 32.37 24.00 0.300 0.101 0.000 0.300
0.7L : 40.50103.4 3.66 33.00 3.26 31.37 24.00 0.300 0.470 0.000 0.300
0.8L : 46.38132.8 4.86 32.00 3.26 30.37 24.00 0.300 0.870 0.000 0.300
0.9L : 52.25162.9 5.79 32.56 2.58 31.27 24.00 0.300 1.180 0.000 0.800
Critical : 54.74176.6 5.92 34.25 2.27 33.11 24.00 0.300 1.225 0.000 0.800
Transfer : 55.13178.7 5.99 34.25 2.22 33.14 24.00 0.300 1.247 0.000 0.800
Bearing : 57.50191.7 6.26 34.25 0.47 34.02 24.00 0.300 1.337 0.000 3.720
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 149
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.384
Bearing : 0.63168.0 6.00 34.25 0.407 2.3 6.00e-3 50.0 169.0 1.187 2.976 0.00
0.0 0.62 33.94 39.4 0.121 15.4 0.87 24.00 0.104 2.058 0.497
Transfer : 3.00156.5 6.00 34.25 3.472 10.9 -0.14e-3 28.5 71.5 0.237 0.800 0.00382.2 2.95 32.77 189.0 0.111 91.5 5.37 24.00 0.104 1.977 2.385
Critical : 3.35154.8 6.00 34.25 3.472 10.9 -0.14e-3 28.5 70.0 0.232 0.800 0.00424.3 3.01 32.74 189.0 0.109 91.1 5.36 24.00 0.104 1.995 2.431
0.1L : 5.88142.7 6.00 32.56 3.906 10.9 -0.12e-3 28.6 63.4 0.224 0.800 0.00788.4 3.42 30.84 189.0 0.106 84.2 5.26 24.00 0.104 2.028 3.109
0.2L : 11.75116.3 6.00 32.00 4.340 10.9 -0.05e-3 28.8 40.6 0.150 0.300 0.00
1426.1 4.29 29.85 189.0 0.088 77.6 5.01 24.00 0.104 1.316 4.340
0.3L : 17.6390.4 6.00 33.00 4.340 10.9 -0.01e-3 29.0 12.1 0.104 0.300 0.00
1845.7 4.30 30.85 189.0 0.064 77.4 4.83 24.00 0.104 1.712 4.340
0.4L : 23.5064.9 6.00 34.00 4.340 0.0 0.12e-3 29.4 0.0 0.104 0.300 0.00
2044.2 4.30 31.85 189.0 0.050 72.9 4.40 24.00 0.104 2.184 4.340
0.5L : 29.3839.9 6.00 34.00 4.340 0.0 -0.01e-3 29.0 0.0 0.104 0.300 0.00
2028.7 4.30 31.85 189.0 0.031 79.8 4.82 24.00 0.104 3.746 4.340
0.6L : 35.2564.9 6.00 34.00 4.340 0.0 0.12e-3 29.4 0.0 0.104 0.300 0.00
2044.2 4.30 31.85 189.0 0.050 72.9 4.40 24.00 0.104 2.184 4.340
0.7L : 41.1390.4 6.00 33.00 4.340 10.9 -0.01e-3 29.0 12.1 0.104 0.300 0.00
1845.7 4.30 30.85 189.0 0.064 77.4 4.83 24.00 0.104 1.712 4.340
0.8L : 47.00116.3 6.00 32.00 4.340 10.9 -0.05e-3 28.8 40.6 0.150 0.300 0.00
1426.1 4.29 29.85 189.0 0.088 77.6 5.01 24.00 0.104 1.316 4.340
0.9L : 52.88142.7 6.00 32.56 3.906 10.9 -0.12e-3 28.6 63.4 0.224 0.800 0.00788.4 3.42 30.84 189.0 0.106 84.2 5.26 24.00 0.104 2.028 3.109
Critical : 55.40154.8 6.00 34.25 3.472 10.9 -0.14e-3 28.5 70.0 0.232 0.800 0.00424.3 3.01 32.74 189.0 0.109 91.1 5.36 24.00 0.104 1.995 2.431
Transfer : 55.75156.5 6.00 34.25 3.472 10.9 -0.14e-3 28.5 71.5 0.237 0.800 0.00382.2 2.95 32.77 189.0 0.111 91.5 5.37 24.00 0.104 1.977 2.385
Bearing : 58.13168.0 6.00 34.25 0.407 2.3 6.00e-3 50.0 169.0 1.187 3.720 0.00
0.0 0.62 33.94 39.4 0.121 15.4 0.87 24.00 0.104 2.058 0.497
Location(ft)
Vu(kips)
Mcor(kft)
bv(in)
a(in)
de(in)
dv(in)
Aps(in2)
fpo(ksi)
Vp(kips)
vu/fc
eps_x
Vc-com(kips)
Theta
Beta
Vs-reqd(kips)
Max.spc.(in)
Av/s(in2/ft)
min.Av/s(in2/ft)
Av-prvd(in2/ft)
pVn/Vu
Al_reqd(in2)
Aps*(in2)
Sheet # 150
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.385
ANCHORAGE ZONE REINFORCEMENT (Art. 5.10.10)Span : 1, Beam : 3
HORIZONTAL SHEAR (Art. 5.8.4) - Span : 1, Beam : 3(Beam and Slab effects are INCLUDED in Vu).Computed Interface width considered to be engaged in shear transfer, bvi = 30.00(in).
878.85 20.00 6.75 1.76
Fpi(kips)
fs(ksi)
h/4(in)
Abrst_rqrd(in2)
BR01 - Vertical Shear, Span 1, Beam 3, STRENGTH I
Sheet # 151
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.386
Bearing : 0.00168.0 5.50 34.25 0.62 33.94 24.00 0.300 1.083 0.000 2.976
Transfer : 2.38156.5 5.31 34.25 2.95 32.77 24.00 0.300 1.019 0.000 0.800
Critical : 2.73154.8 5.25 34.25 3.01 32.74 24.00 0.300 1.002 0.000 0.800
0.1L : 5.25142.7 5.14 32.56 3.42 30.84 24.00 0.300 0.964 0.000 0.800
0.2L : 11.13116.3 4.33 32.00 4.29 29.85 24.00 0.300 0.692 0.000 0.300
0.3L : 17.0090.4 3.25 33.00 4.30 30.85 24.00 0.300 0.335 0.000 0.300
0.4L : 22.8864.9 2.26 34.00 4.30 31.85 24.00 0.300 0.005 0.000 0.300
0.5L : 28.7539.9 1.39 34.00 4.30 31.85 24.00 0.300 0.000 0.000 0.300
0.6L : 34.6364.9 2.26 34.00 4.30 31.85 24.00 0.300 0.005 0.000 0.300
0.7L : 40.5090.4 3.25 33.00 4.30 30.85 24.00 0.300 0.335 0.000 0.300
0.8L : 46.38116.3 4.33 32.00 4.29 29.85 24.00 0.300 0.692 0.000 0.300
0.9L : 52.25142.7 5.14 32.56 3.42 30.84 24.00 0.300 0.964 0.000 0.800
Critical : 54.77154.8 5.25 34.25 3.01 32.74 24.00 0.300 1.002 0.000 0.800
Transfer : 55.13156.5 5.31 34.25 2.95 32.77 24.00 0.300 1.019 0.000 0.800
Bearing : 57.50168.0 5.50 34.25 0.62 33.94 24.00 0.300 1.083 0.000 3.720
Location (ft)
Vu(kips)
Vnh-req(kips/in)
de(in)
a(in)
dv(in)
s_max(in)
Avh-min(in2/ft)
Avh-sm(in2/ft)
Avh-rg(in2/ft)
Avh-prvd(in2/ft)
Sheet # 152
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.387
CAMBER/DEFLECTION
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 1; Units: in )
At 0.1 x L = 5.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.276 2.30 -0.635DL-Prec. (DC) -0.037 3.00 -0.112Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.033 3.00 -0.098DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.557 0.431
Release Mult Erection Mult Final
At 0.2 x L = 11.13 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.554 2.30 -1.275DL-Prec. (DC) -0.075 3.00 -0.225Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.066 3.00 -0.198DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.928 0.592
Release Mult Erection Mult Final
At 0.3 x L = 17.00 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -0.773 2.30 -1.778DL-Prec. (DC) -0.104 3.00 -0.313Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.092 3.00 -0.275DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 1.181 0.661
Release Mult Erection Mult Final
At 0.4 x L = 22.88 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -0.912 2.30 -2.099DL-Prec. (DC) -0.123 3.00 -0.370Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.108 3.00 -0.325DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.330 0.688
Release Mult Erection Mult Final
Sheet # 153
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.388
At 0.5 x L = 28.75 ftPrestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -0.960 2.30 -2.209DL-Prec. (DC) -0.130 3.00 -0.389Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.114 3.00 -0.342DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.379 0.693
Release Mult Erection Mult Final
At 0.6 x L = 34.63 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -0.912 2.30 -2.099DL-Prec. (DC) -0.123 3.00 -0.370Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.108 3.00 -0.325DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.330 0.688
Release Mult Erection Mult Final
At 0.7 x L = 40.50 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -0.773 2.30 -1.778DL-Prec. (DC) -0.104 3.00 -0.313Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.092 3.00 -0.275DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 1.181 0.661
Release Mult Erection Mult Final
At 0.8 x L = 46.38 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.554 2.30 -1.275DL-Prec. (DC) -0.075 3.00 -0.225Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.066 3.00 -0.198DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.928 0.592
Release Mult Erection Mult Final
Sheet # 154
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.389
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 2; Units: in )
At 0.9 x L = 52.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.276 2.30 -0.635DL-Prec. (DC) -0.037 3.00 -0.112Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.033 3.00 -0.098DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.557 0.431
Release Mult Erection Mult Final
At 0.1 x L = 5.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.359 2.30 -0.826DL-Prec. (DC) -0.034 3.00 -0.101Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.030 3.00 -0.090DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.481 0.260
Release Mult Erection Mult Final
At 0.2 x L = 11.13 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.721 2.30 -1.658DL-Prec. (DC) -0.068 3.00 -0.203Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.060 3.00 -0.180DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.775 0.247
Release Mult Erection Mult Final
At 0.3 x L = 17.00 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -1.006 2.30 -2.313DL-Prec. (DC) -0.094 3.00 -0.283Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.084 3.00 -0.252DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 0.966 0.180
Release Mult Erection Mult Final
Sheet # 155
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.390
At 0.4 x L = 22.88 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -1.187 2.30 -2.730DL-Prec. (DC) -0.111 3.00 -0.334Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.099 3.00 -0.297DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.077 0.121
Release Mult Erection Mult Final
At 0.5 x L = 28.75 ftPrestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -1.249 2.30 -2.873DL-Prec. (DC) -0.117 3.00 -0.351Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.112 0.096
Release Mult Erection Mult Final
At 0.6 x L = 34.63 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -1.187 2.30 -2.730DL-Prec. (DC) -0.111 3.00 -0.334Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.099 3.00 -0.297DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.077 0.121
Release Mult Erection Mult Final
At 0.7 x L = 40.50 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -1.006 2.30 -2.313DL-Prec. (DC) -0.094 3.00 -0.283Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.084 3.00 -0.252DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 0.966 0.180
Release Mult Erection Mult Final
Sheet # 156
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.391
CAMBER AND DEFLECTIONS: SERVICE I ( Span : 1, Beam : 3; Units: in )
At 0.8 x L = 46.38 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.721 2.30 -1.658DL-Prec. (DC) -0.068 3.00 -0.203Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.060 3.00 -0.180DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.775 0.247
Release Mult Erection Mult Final
At 0.9 x L = 52.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.359 2.30 -0.826DL-Prec. (DC) -0.034 3.00 -0.101Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.030 3.00 -0.090DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.481 0.260
Release Mult Erection Mult Final
At 0.1 x L = 5.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.276 2.30 -0.635DL-Prec. (DC) -0.037 3.00 -0.112Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.033 3.00 -0.098DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.557 0.431
Release Mult Erection Mult Final
At 0.2 x L = 11.13 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.554 2.30 -1.275DL-Prec. (DC) -0.075 3.00 -0.225Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.066 3.00 -0.198DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.928 0.592
Release Mult Erection Mult Final
Sheet # 157
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.392
At 0.3 x L = 17.00 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -0.773 2.30 -1.778DL-Prec. (DC) -0.104 3.00 -0.313Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.092 3.00 -0.275DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 1.181 0.661
Release Mult Erection Mult Final
At 0.4 x L = 22.88 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -0.912 2.30 -2.099DL-Prec. (DC) -0.123 3.00 -0.370Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.108 3.00 -0.325DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.330 0.688
Release Mult Erection Mult Final
At 0.5 x L = 28.75 ftPrestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -0.960 2.30 -2.209DL-Prec. (DC) -0.130 3.00 -0.389Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.114 3.00 -0.342DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.379 0.693
Release Mult Erection Mult Final
At 0.6 x L = 34.63 ftPrestress 2.387 1.50 3.580 2.20 5.251Self Wt. -0.737 1.50 -1.106 2.40 -1.769Deck + Haunch -0.912 2.30 -2.099DL-Prec. (DC) -0.123 3.00 -0.370Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.108 3.00 -0.325DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.649 1.330 0.688
Release Mult Erection Mult Final
Sheet # 158
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.393
At 0.7 x L = 40.50 ftPrestress 2.063 1.50 3.094 2.20 4.538Self Wt. -0.630 1.50 -0.944 2.40 -1.511Deck + Haunch -0.773 2.30 -1.778DL-Prec. (DC) -0.104 3.00 -0.313Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.092 3.00 -0.275DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.433 1.181 0.661
Release Mult Erection Mult Final
At 0.8 x L = 46.38 ftPrestress 1.542 1.50 2.313 2.20 3.393Self Wt. -0.460 1.50 -0.690 2.40 -1.104Deck + Haunch -0.554 2.30 -1.275DL-Prec. (DC) -0.075 3.00 -0.225Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.066 3.00 -0.198DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.082 0.928 0.592
Release Mult Erection Mult Final
At 0.9 x L = 52.25 ftPrestress 0.845 1.50 1.268 2.20 1.860Self Wt. -0.243 1.50 -0.365 2.40 -0.583Deck + Haunch -0.276 2.30 -0.635DL-Prec. (DC) -0.037 3.00 -0.112Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.033 3.00 -0.098DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 0.602 0.557 0.431
Release Mult Erection Mult Final
Sheet # 159
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.394
ULTIMATE MOMENT
ULTIMATE - Span : 1, Beam : 1, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38378.4 30.5 2.981 268.0 3.5 3.0 1934.4 0.099T 1.00 - - - -
H/2 1.54249.7 30.4 2.153 268.6 2.5 2.1 1412.7 0.072T 1.00 - - - -
0.1L 5.25788.4 31.0 3.455 267.7 4.0 3.4 2259.4 0.115T 1.00 - - - -
0.2L 11.131462.9 32.0 4.340 267.4 5.1 4.3 2887.8 0.144T 1.00 - - - -
0.3L 17.001918.1 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2239.6 2239.6 1.33 -
0.4L 22.882186.9 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2308.6 2308.6 1.34 -
0.5L 28.752252.0 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2286.0 2286.0 1.35 -
0.6L 34.632186.9 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2308.6 2308.6 1.34 -
0.7L 40.501918.1 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2239.6 2239.6 1.33 -
0.8L 46.381462.9 32.0 4.340 267.4 5.1 4.3 2887.8 0.144T 1.00 2216.0 1945.7 1.30 -
0.9L 52.25788.4 31.0 3.455 267.7 4.0 3.4 2259.4 0.115T 1.00 - - - -
H/2 55.96249.7 30.4 2.153 268.6 2.5 2.1 1412.7 0.072T 1.00 - - - -
Transfer 55.13378.4 30.5 2.981 268.0 3.5 3.0 1934.4 0.099T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ftmin Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 160
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.395
ULTIMATE - Span : 1, Beam : 2, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
BR01 - Ultimate Moment, Span 1, Beam 1, STRENGTH I
Sheet # 161
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.396
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38355.1 30.5 2.957 268.5 2.6 2.2 1946.6 0.075T 1.00 - - - -
H/2 1.54234.3 30.4 2.136 269.0 1.9 1.6 1415.8 0.054T 1.00 - - - -
0.1L 5.25740.4 31.0 3.428 268.4 3.0 2.6 2279.4 0.087T 1.00 - - - -
0.2L 11.131376.1 32.0 4.340 268.1 3.8 3.3 2945.5 0.110T 1.00 - - - -
0.3L 17.001808.2 33.0 4.340 268.2 3.8 3.3 3043.2 0.110T 1.00 2237.6 2237.6 1.36 -
0.4L 22.882063.8 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2295.4 2295.4 1.37 -
0.5L 28.752128.7 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2267.2 2267.2 1.39 -
0.6L 34.632063.8 34.0 4.340 268.3 3.8 3.3 3140.9 0.110T 1.00 2295.4 2295.4 1.37 -
0.7L 40.501808.2 33.0 4.340 268.2 3.8 3.3 3043.2 0.110T 1.00 2237.6 2237.6 1.36 -
0.8L 46.381376.1 32.0 4.340 268.1 3.8 3.3 2945.5 0.110T 1.00 2236.5 1830.2 1.32 -
0.9L 52.25740.4 31.0 3.428 268.4 3.0 2.6 2279.4 0.087T 1.00 - - - -
H/2 55.96234.3 30.4 2.136 269.0 1.9 1.6 1415.8 0.054T 1.00 - - - -
Transfer 55.13355.1 30.5 2.957 268.5 2.6 2.2 1946.6 0.075T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ft
min Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 162
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.397
ULTIMATE - Span : 1, Beam : 3, STRENGTH I (Mr-prvd computed by Strain Compatibility method. Ult. Conc. Strain = 0.00300)
BR01 - Ultimate Moment, Span 1, Beam 2, STRENGTH I
Sheet # 163
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.398
Legend: C = Compression-Controlled (c/dt > 0.600) I = In-Transition ( 0.60 >= c/dt > 0.375) T = Tension-Controlled (c/dt <= 0.375)
Note : fr used for calculating Mcr is computed using AASHTO method (Art.5.4.2.6.)Consider Bottom Tension Steel Contribution : NO
Transfer 2.38378.4 30.5 2.981 268.0 3.5 3.0 1934.4 0.099T 1.00 - - - -
H/2 1.54249.7 30.4 2.153 268.6 2.5 2.1 1412.7 0.072T 1.00 - - - -
0.1L 5.25788.4 31.0 3.455 267.7 4.0 3.4 2259.4 0.115T 1.00 - - - -
0.2L 11.131462.9 32.0 4.340 267.4 5.1 4.3 2887.8 0.144T 1.00 - - - -
0.3L 17.001918.1 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2239.6 2239.6 1.33 -
0.4L 22.882186.9 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2308.6 2308.6 1.34 -
0.5L 28.752252.0 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2286.0 2286.0 1.35 -
0.6L 34.632186.9 34.0 4.340 267.7 5.1 4.3 3083.3 0.144T 1.00 2308.6 2308.6 1.34 -
0.7L 40.501918.1 33.0 4.340 267.5 5.1 4.3 2985.5 0.144T 1.00 2239.6 2239.6 1.33 -
0.8L 46.381462.9 32.0 4.340 267.4 5.1 4.3 2887.8 0.144T 1.00 2216.0 1945.6 1.30 -
0.9L 52.25788.4 31.0 3.455 267.7 4.0 3.4 2259.4 0.115T 1.00 - - - -
H/2 55.96249.7 30.4 2.153 268.6 2.5 2.1 1412.7 0.072T 1.00 - - - -
Transfer 55.13378.4 30.5 2.981 268.0 3.5 3.0 1934.4 0.099T 1.00 - - - -
Location(ft)
Mu k.ftdp in
Aps in2
fps ksi
c in
a in
Mr-prvd
k.ftc/dt Phi Mcr
k.ft
min Mr
k.ft
Crkg
Ratio
Mu-p/r
Ratio
Sheet # 164
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.399
BR01 - Ultimate Moment, Span 1, Beam 3, STRENGTH I
Sheet # 165
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.400
DESIGN SUMMARY
Span: 1, Beam: 1, Exterior beam
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.75Release Length, ft 58.75
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.28 %Final losses: 12.11 %
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.338 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.044 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.224 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3083.31 2252.00 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Sheet # 166
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.401
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.75 ft
Positive values indicate upward deflection.
Span: 1, Beam: 2, Interior beam
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.376 Midspan 3.375 1.157 MidspanPrecast Bot 4.500 2.573 Transfer 3.375 2.839 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.408 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.707 MidspanPrecast Bot 3.000 1.232 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Prestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -0.960 2.30 -2.209DL-Prec. (DC) -0.130 3.00 -0.389Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.114 3.00 -0.342DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.379 0.693
Release Mult Erection Mult Final
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.75Release Length, ft 58.75
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.28 %Final losses: 11.96 %
Sheet # 167
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.402
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.75 ft
Positive values indicate upward deflection.
Span: 1, Beam: 3, Exterior beam
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.338 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.044 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.224 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3140.93 2128.68 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.578 Midspan 3.375 1.474 MidspanPrecast Bot 4.500 2.581 Transfer 3.375 2.793 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.335 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.798 MidspanPrecast Bot 3.000 1.247 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Prestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -1.249 2.30 -2.873DL-Prec. (DC) -0.117 3.00 -0.351Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.104 3.00 -0.313DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.112 0.096
Release Mult Erection Mult Final
Sheet # 168
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.403
Positive Moment Envelope Stresses (ksi) (Art. 3.4.1 and 5.9.4.2)
Beam type:I-Girder, MnDOT 27M
Precast Length, ft 58.75Release Length, ft 58.75
Strand Pattern: Straight/Draped Depr. Point: 0.40 LStrand: 6/10-270K-LLStrand Es, ksi: 28500.0
No. of strands: 20Draped: 4Straight: 16
Concrete Strength: f'ci: 7.5 ksif'c: 7.5 ksif'ct: 4.0 ksi
Initial losses: 9.28 %Final losses: 12.11 %
Release Stresses (ksi) (Art. 5.9.4.1) (Using Advanced Settings)Precast Bot (compression) 4.500 3.338 0.4L/0.6L OKOuter 15.00 %Precast Top w/ no reinf. (tension) -0.260 -0.044 Trans Precast Top w/ reinf. (tension) -0.657Center 70.00 %Precast Top w/ no reinf. (tension) -0.260 -0.224 0.4L/0.6LPrecast Top w/ reinf. (tension) -0.657
Strength I (Art. 3.4.1, 5.7.3.1.1) Provided Required Location StatusUlt. Moment (k.ft) 3083.31 2252.00 Midspan OK
Debonding Limits (Art. 5.11.4.3) Allowable Computed StatusMax. Debond per Row 40.00 % 0.00 % OKMax. Debond Total 25.00 % 0.00 % OK
Specification Allowable Computed Location Status
Service I Limit State - Compressive Stresses OnlyPrecast Top 4.500 1.376 Midspan 3.375 1.157 MidspanPrecast Bot 4.500 2.573 Transfer 3.375 2.839 Transfer
Service III Limit State - Tensile Stresses OnlyPrecast Top -0.520 -0.024 BearingPrecast Bot -0.520 0.408 Midspan
Fatigue I Limit State - Compressive Stresses OnlyPrecast Top 3.000 0.707 MidspanPrecast Bot 3.000 1.232 Transfer
Specification AllowFinal 1Comp Loc. Allow
Final 2Comp Loc. Allow
Final 3Comp Loc.
Sheet # 169
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.404
CAMBER / DEFLECTION: (PCI Design Handbook - 4th Ed.- Table 4.6.2)0.5 x L = 28.75 ft
Positive values indicate upward deflection.
Prestress 2.496 1.50 3.744 2.20 5.491Self Wt. -0.774 1.50 -1.161 2.40 -1.858Deck + Haunch -0.960 2.30 -2.209DL-Prec. (DC) -0.130 3.00 -0.389Diaphragm 0.000 3.00 0.000DL-Prec. (DW) 0.000 3.00 0.000DL-Comp. (DC) -0.114 3.00 -0.342DL-Comp. (DW) 0.000 3.00 0.000Live Load Not Included
Total 1.722 1.379 0.693
Release Mult Erection Mult Final
Sheet # 170
Job #
Program: LEAP® CONSPAN® V8i (SELECTseries 6) USAED St. Paul Designed DAP Version: 13.00.00.68 Copyright © Bentley Systems, Inc. 2013 Date Jan/14/2015
www.bentley.com Phone: 1-800-778-4277 CheckedFile Name: FMM DIS vehicle service bridge span 2.csl Date
Units: U.S. Units Design Code: AASHTO LRFD Printed on: January 28, 2016 @ 10:23 A.M.405
Project Name:Client:
Comm. No.: Date: 1/27/16 By: DAP Chkd. By:
BEAM
1 5.491 1.858 0.000 0.693 0.693 2.940
2 5.491 1.858 0.000 0.096 0.096 3.537
3 5.491 1.858 0.000 0.693 0.693 2.940
United States Army Corps of Engineers
SUPER IMPOSED DEAD LOAD
DEFLECTION (@ ERECTION) (IN.)
Filename: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\[FMM DIS CAMBER.xls]CAMBER SPAN 2
Fargo Moorhead Municipal Diversion Inlet StructureFargo Moorhead Diversion Authority
AVERAGE DEFLECTIONS - 57' - 6" spanCAMBER DUE TO PRESTRESS (@ ERECTION) (IN.) "Cpe" "Erection
Prestress"
DEFLECTION DUE TO BEAM WEIGHT (@ ERECTION) (IN.)
"Csw" "Erection Self Wt "
FUTURE WEARING SURFACE DEFLECTION
(@ ERECTION) (IN.) "Sdwe" "Erection DL-Comp (DW)"
RESIDUAL CAMBER (INCLUDING FUTURE
WS) (@ ERECTION) (IN.) "Cte" "Erection Total"
RESIDUAL CAMBER (EXCLUDING FUTURE
WS) (@ ERECTION) (IN.)
CAMBER SPAN 2406
Project Name:
Client:
Comm. No.: Date: 1/27/16 By: DAP Chkd. By:
PROFILE OFFSET X-SLOPE TOP OF SLAB BOT OF STOOL TOP OF BM RESID TOP OF STOOL
ELEV. FROM AVG. dH SLAB HEIGHT SLAB HEIGHT TANGENT CAMBER BEAM HEIGHT
PROFILE* ELEV. ELEV. LINE ELEV. ELEV.
(FT.) (FT.) (FT/FT) (FT.) (FT.) (IN.) (FT.) (IN.) (FT.) (FT.) (FT.) (IN.) T1 VC1 T2 VC2 T3 VC3
BRG @ ABUTMENT +0.00 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 3.000 929.813 0.00 929.813 3.00 0.000 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
1/4 PNT +15.13 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.03 929.845 2.62 0.000 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
1/2 PNT +30.25 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.04 929.854 2.51 0.000 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
3/4 PNT +45.38 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 - 929.813 0.03 929.841 2.67 0.000 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
BRG @ PIER +60.50 931.000 9.333 -0.020 -0.187 930.813 9.000 930.063 3.000 929.813 -0.01 929.804 3.11 0.000 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
BRG-BRG L: 57.50 Ft. Residual Camber: 0.49 Inches Tangent Slope: 0.0029 ft./ft.
Profile:
Point Station Elevation G1 (%) G2 (%) Length M
START
0.00
PVC 0.00 0.000
PVI 0.000 0.000
PVT 0.00 #DIV/0!
0.00 MINIMUM STOOL IN SPAN 2
PVC 0.00 #DIV/0! 0.02
PVI 0.000 0.0000 0.000 1.80
PVT 0.00 #DIV/0! (MNDOT LRFD 5.4.1)
0.00
PVC 0.00 #DIV/0!
PVI 0.000 0.0000 0.000
PVT 0.00 #DIV/0!
0.00
END #DIV/0!
* Indicates information that must be known and entered
Filename: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\[FMM DIS CAMBER.xls]Summary Spans 2
STATION
CROSS SLOPE
United States Army Corps of Engineers
MIN. STOOL Use Minimum stool of 2"
Fargo Moorhead Metro Dviersion Inlet Structure
Fargo Moorhead Diversion Authority
THEORECTICAL STOOL HEIGHTS - SPAN 2 Beam 2POINT
407
United States Army Corps of Engineers
Designed By: DAPChecked By: ___
Anchorage Zone Reinforcement:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle BridgeSpan 2
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Follows MnDOT LRFD example pg. 5-91 (AASHTO 5.10.10)
fpu 270 ksi tensile strength (conspan)
fpj 0.75 fpu fpj 202500.00 psi initial prestress
Nstd 20 number of strands in beam x-sec (conspan)
Astd 0.217 in2 area of one strand (conspan)
Aps Nstd Astd Aps 4.34 in2 area of prestressed steel
Pi fpj Aps total prestressing force at transfer
Pi 878850.00 lbf
Factored design splitting force:
Pb 1.0 0.04 Pi Pb 35.15 kip
Amount of splitting resistance reinforcement:
fs 20 ksi steel stress used for determining resisting reinf.
AsPb
fs As 1.76 in2
Steel should be located at the end of the beam within h/4:
h 27in height of beam
h
40.56 ft distance from end of beam to end of resisting reinf.
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408
United States Army Corps of Engineers
Designed By: DAPChecked By: ___
Number of double legged stirrups:stirrup sizes:
Ab19 0.44 in2 Nstrps19As
2 Ab19 Nstrps19 2.00
Ab16 0.31in2 Nstrps16As
2 Ab16 Nstrps16 2.83
Ab13 0.20in2 Nstrps13As
2 Ab13 Nstrps13 4.39
Select reinforcement:
Sedge 2in
Nsets 11
Soc 2.5in 2.5 inch min. spacing for bursting reinforcement
Check distance with stirrups used:
dist Sedge Nsets 1 Soc dist 2.25 ft h
40.56 ft
Checkdist if disth
4 "Adjust Stirrup spacing to fill h/4" "Stirrup spacing = 2.5 in."
Checkdist "Stirrup spacing = 2.5 in."
Provide 11 sets of #4 stirrups spaced at 0'-2 1/2" O.C. Placement starts at 0'-2" from the beam ends andends at 2'-3" from the beam ends. The first 1 is 2-G505E placed 0'-2" in from beam end. The remaining 10sets are 2-G508E each spaced at 2.5" O.C.
Confinement Reinforcement and Vertical Shear Reinforcement:
Starts at 0'-2" in from beam end to match bursting reinf and finishes at 1.5d minimum at 0'-6" spacing perAASHTO section 5.10.10.2.
d h h 27.00 in depth of beam 1.5d 3.37 ft
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United States Army Corps of Engineers
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From 0' - 2" to 2' - 3": Provide 2-G403E and 1-G507E every 0'-2 1/2" O.C. to match G505E or G508E
From 2' - 3" to 6' - 3": Provide 2-G403E and 1-G507E every 0'-6" O.C. to match G508E
From 6' - 3" to 28 ' - 11": Provide 2-G403E every 1' - 4" O.C. to match G402E
From 28' - 11" to 29' - 4 1/2": Provide 2-G403E every 0' - 5.5" O.C. to match G402E
From 29' - 4 1/2" to 29' - 10": Provide 2-G403E every 0' - 5.5" O.C. to match G402E
From 29' - 10" to 52 ' -6": Provide 2-G403E every 1' - 4" O.C. to match G402E
From 52' - 6" to 56' - 6": Provide 2-G403E and 1-G507E every 0'-6" O.C. to match G508E
From 56' -6" to 58' - 7": Provide 2-G403E and 1-G507E every 0'-2 1/2" O.C. to match G505E or G508E
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410
United States Army Corps of Engineers
Designed By: DAPChecked By:____
Beam Sheet Information 27M:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Service BridgeSpan 2
MnDot LRFD Bridge Design Manual 5-392 &2012 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Strand Location:
number of straight stands per row:
Qty in Row Row Height Qty in Row Row Height
R1 10 h1 2in R4 0 h4 8inR2 6 h2 4in R5 0 h5 10inR3 0 h3 6in
Sstr R1 R2 R3 R4 R5 Sstr 16 total number of straight strands
number of draped stands per row:
Qty in Row Row Height Qty in Row Row Height
DR1 2 dh1 3in DR51 2 dh51 25inDR2 2 dh2 5in DR49 2 dh49 23inDR3 0 dh3 7in DR47 0 dh47 20inDR4 0 dh4 9inDR5 0 dh5 11inDR6 0 dh6 13inDR7 0 dh7 15in
Sdra DR1 DR2 DR3 DR4 DR5 DR6 DR7 Sdra 4 total number of draped strands
total number of strands:
Stot Sstr Sdra Stot 20 total number of stands
**Designer may need to adjust all Y-dist equations to incorporate all inputted values.
Straight strands Y-dist at center line of span:
Ystr_cntR1 h1 R2 h2 R3 h3 R4 h4 R5 h5
Sstr Ystr_cnt 2.75 in
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Draped strands Y-dist at center line of span:
Ydra_cntDR1 dh1 DR2 dh2 DR3 dh3 DR4 dh4 DR5 dh5 DR6 dh6 DR7 dh7
Sdra
Ydra_cnt 4.00 in
Draped strands Y-dist at ends of span:
Ydra_endDR51 dh51 DR49 dh49 DR47 dh47
Sdra
Ydra_end 24.00 in
Total strands Y-dist at center line of span:
YtotstrR1 h1 R2 h2 R3 h3 R4 h4 R5 h5
Stot Ytotstr 2.20 in
YtotdraDR1 dh1 DR2 dh2 DR3 dh3 DR4 dh4 DR5 dh5 DR6 dh6 DR7 dh7
Stot Ytotdra 0.80 in
Ytot Ytotstr Ytotdra Ytot 3.00 in
Camber Diagram
Beam B1 & B3
Cpe 5.491 in camber from prestress erection
Csw 1.858 in camber from self weight (beam) erection
Cint Cpe Csw Cint 3.63 in Initial Total Camber
Cte 0.693 in Residual camber (including future wearing surface)
CDWe 0.000 in camber from DL Comp DW erection
Cres Cte CDWe Cres 0.69 in Residual Camber
CDL Cint Cres CDL 2.94 in Est. Dead LoadDeflection
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United States Army Corps of Engineers
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Approximate weight of beam: Initial Prestress:
ABM 516in2 cross-sectional area of beam fpu 270.0ksi initial tensile strength
As 0.217in2 area of one strand
γc 155lb
ft3 density of concrete Stot 20 number of strands
Pint 0.75 fpu As Stot Pint 878850.00 lbf
LBM 58.75ft beam length for Beams B1, B2 & B3
WtBM_B1 ABM γc LBM WtBM_B1 16.32 ton
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OCTOBER 2006 LRFD BRIDGE DESIGN 3-15
Table 3.4.1.2 Maximum Unfactored HL-93 Live Load Moments, Shears, and Reactions Simple Spans, One Lane, w/o Dynamic Load Allowance
Moments Shears and End Reactions Span (ft) Truck
(kip-ft) Tandem (kip-ft)
Lane (kip-ft)
Span Pt. (%)
Truck (kip)
Tandem (kip)
Lane (kip)
42 485.2 474.8 139.7 0.45 56.0 47.6 13.4
44 520.9 499.5 153.3 0.45 56.7 47.7 14.1
46 556.5 524.3 167.6 0.45 57.4 47.8 14.7
48 592.2 549.0 182.5 0.45 58.0 47.9 15.4
50 627.8 573.8 198.0 0.45 58.6 48.0 16.0
52 663.4 598.5 214.2 0.45 59.1 48.1 16.6
54 699.1 623.3 230.9 0.45 59.6 48.1 17.3
56 734.7 648.0 248.4 0.45 60.0 48.2 17.9
58 770.4 672.8 266.4 0.45 60.4 48.3 18.6
60 806.0 697.5 285.1 0.45 60.8 48.3 19.2
62 841.6 722.3 304.4 0.45 61.2 48.4 19.8
64 877.3 747.0 324.4 0.45 61.5 48.4 20.5
66 912.9 771.8 345.0 0.45 61.8 48.5 21.1
68 948.6 796.5 366.2 0.45 62.1 48.5 21.8
70 984.2 821.3 388.1 0.45 62.4 48.6 22.4
75 1070.0 887.5 450.0 0.50 63.0 48.7 24.0
80 1160.0 950.0 512.0 0.50 63.6 48.8 25.6
85 1250.0 1012.5 578.0 0.50 64.1 48.8 27.2
90 1340.0 1075.0 648.0 0.50 64.5 48.9 28.8
95 1430.0 1137.5 722.0 0.50 64.9 48.9 30.4
100 1520.0 1200.0 800.0 0.50 65.3 49.0 32.0
110 1700.0 1325.0 968.0 0.50 65.9 49.1 35.2
120 1880.0 1450.0 1152.0 0.50 66.4 49.2 38.4
130 2060.0 1575.0 1352.0 0.50 66.8 49.2 41.6
140 2240.0 1700.0 1568.0 0.50 67.2 49.3 44.8
150 2420.0 1825.0 1800.0 0.50 67.5 49.3 48.0
160 2600.0 1950.0 2048.0 0.50 67.8 49.4 51.2
170 2780.0 2075.0 2312.0 0.50 68.0 49.4 54.4
180 2960.0 2200.0 2592.0 0.50 68.3 49.4 57.6
190 3140.0 2325.0 2888.0 0.50 68.5 49.5 60.8
200 3320.0 2450.0 3200.0 0.50 68.6 49.5 64.0
416
United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
Expansion Bearing design:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Bridge
MnDot LRFD Bridge Design ManualNDDOT LRFD Bridge Design Manual2014 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
*The figure is for a steel beam so for a prestressedbeam the sole plate is cast in the prestressedbeam.
Material Properties
Fy 36 ksi Yield strength of the steel plates
Geometry and Material Properties Temperatures
Lexpan 60 ft 0 in Expansion length (span length from bearing to bearing of expansion bearings)
αconc6.0 10 6
deg Coefficient of concrete thermal expansion per MnDOT LRFD Manual section
14.2.1 page 14-2
Design Loads
PDL 55.83 kip Maximum Dead Load
PDL_min 49.38 kip Minimum Dead Load - use for Minimum Compressive Load Check
PLL_max 56.09 kip Maximum Live Load
PLL_min 0 kip Minimum Live Load
Ps PDL PLL_max Ps 111.92 kip The Bearing Is Sized with Service Limit State Loads
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United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
The Minimum Compressive Load Check Is Made WithStrength I Limit State LoadsPu 0.9 PDL_min 1.75 PLL_min Pu 44.44 kip
Design Temperatures
Tchange 80 deg Minimum temperature per NDDOT LRFD Manual section IV-04.14.02 Expansion Joints [Table3.4.1-1]. "For concrete bridge a temperature range of 80F (0F to 80F) shall be used.
Movement For Minimum Compressive Stress (Load Factor = 1.0)
Δu 1.0 Tchange αconc Lexpan Δu 0.35 in
Movement For Shear Deflection (Load Factor = 1.0) per NDDOT LRFD Manual section IV-04.14.02 ExpansionJoints [Table 3.4.1-1].
Per NDDOT LRFD Manual IV-04.14.03.02.01 "Based on pastperformance, a load factor equal to 1.0 is used with a 75Ftemperature change and the maximum shear modulus tocalculate Hu."
Δs 1.0 Δu Δs 0.35 in
Size The Elastomeric Bearing Pad
hrt 1.0 Δs hrt 0.35 in Per NDDOT LRFD Manual IV-04.14.03.02.01 "Based on pastperformance, a load factor equal to 1.0 is used with a 75Ftemperature change and the maximum shear modulus tocalculate Hu."
Material Thickness
tcover 0.25 in Thickness of elastomeric cover per MnDOT Standard Plate B311 "SectionThrough Elastomeric Bearing Pad" detail
tlam 0.50 in Thickness of internal laminate per MnDOT Table 14.7.2 page 14-14
tsteel 0.125 in Thickness of steel plate per MnDOT Standard Plate B311 Table.
Calculate The Number of Internal Laminates Needed
Nlamhrt 2 tcover
tlam Nlam 0.31
N_lam 1 Round the calculated number of laminates up
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Calculate The Number of Steel Plates Needed
Nsteel N_lam 1 Nsteel 2
Total Elastomer Thickness
hrt_total 2 tcover N_lam tlam hrt_total 1.00 in
Height of Reinforced Elastomeric Bearing Pad
D hrt_total Nsteel tsteel D 1.250 in
Shape Factor for Internal Laminate & Cover Layer Check
a 10 in Bearing pad width per MnDOT Table 14.7.2 page 14-14
b 16 in Bearing pad length per MnDOT Table 14.7.2 page 14-14
Slama b
2 tlam a b Slam 6.2
Scheck if 5 Slam 10 "OK" "Redesign" Scheck "OK"
Scovera b
2 tcover a b Scover 12.3
Pad Dimensional/Stability Check
Stabiltycheck_1 if 3 hrt_total a "OK" "Redesign" Stabiltycheck_1 "OK"
Stabiltycheck_2 if 2.5 a b "OK" "Redesign" Stabiltycheck_2 "OK"
Maximum Compressive Stress Check
Gmin 0.115ksi minimum shear modulus for 55 durometer elastomer per NDDOTIV-04.14.03.02.
Gmax 0.165ksi maximum shear modulus for 55 durometer elastomer per NDDOTIV-04.14.03.02.
σs_max 1.0 Gmin Slam σs_max 0.71 ksi
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United States ArmyCorps of Engineers
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σs if σs_max 1.0 ksi 1.0 ksi σs_max σs 0.71 ksi
Ps_max σs a b Ps_max 113.23 kip
CheckPs_max if Ps_max Ps "OK" "Redesign" CheckPs_max "OK"
Compressive Deflection Check
σDLPDL
a b σDL 0.35 ksi
σSLPs
a b σSL 0.70 ksi
The intial compressive deflection of a single interior laminate under total load is:
εtl 0.036 Total load strain Per 2014 AASHTO section 14.7.6.3.3 page 14-73 figure C14.7.6.3.3-1 ---Stress-StrainCurves with Shape Factor of 6.2
εdl 0.015 Dead load strain Per 2014 AASHTO section 14.7.6.3.3 page 14-73 figure C14.7.6.3.3-1 ---Stress-StrainCurves with Shape Factor of 12.3
εlimit 0.09 Per 2014 AASHTO section 14.7.6.3.3 page 14-73 1st paragraph
Check if εlimit εtl "OK" "Redesign" Check "OK"
With two interior laminate and two cover layers the dflection under total load is:
Δtl 2 tlam εtl 2 tcover εtl Δtl 0.05 in
With two interior laminate and two cover layers the deflection under total load is:
Δtl_cover 2 tlam εtl 2 tcover εtl Δtl_cover 0.05 in
The deflection under dead load is:
Δdl_cover 2 tlam εdl 2 tcover εdl Δdl_cover 0.02 in
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United States ArmyCorps of Engineers
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The deflection due to creep is:
Δcreep 0.3 Δdl_cover Per 2014 AASHTO Table 14.7.6.2-1 - Correlated Material Properties page 14-71
Δcreep 0.01 in
The difference between the two deflections is the estimated live load deflection. The total deflection due to live load pluscreep should be no greater than 1/8 inch.
Δll Δtl Δdl_cover Δll 0.03 in
Δll Δcreep 0.04 in
Check if Δll Δcreep 0.125 in "OK" "Redesign" Check "OK"
Minimum Compressive Stress Check
Pu_min5 Gmax a b Δu
hrt_total Pu_min 45.62 kip
CheckPu_min if Pu_min 1.05Pu "OK" "Redesign" CheckPu_min "OK"
Check Service and Fatigue of Steel Plates
hmax tlam 0.50 inhs3 hmax σs
Fy
σsPs
a b σs 0.70 ksi
Min_hs3 hmax σs
Fy Min_hs 0.03 in
Checksteel_plates if Min_hs tsteel "OK" "Redesign" Checksteel_plates "OK"
hs2 hmax σL
ΔFTH
ΔFTH 24 ksi Detail Category per A AASHTO Table 6.6.1.2.3-1 page 6-37 and Table 6.6.1.2.5-3 page 6-51
Note that the live load used for this check is not based on reactions from the fatigue truck. Rather, it is the total live load forthe service limit state.
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σLPLL_max
a b σL 0.35 ksi
Min_hs_LL2 hmax σL
ΔFTH Min_hs_LL 0.01 in
Checksteel_plates if Min_hs_LL tsteel "OK" "Redesign" Checksteel_plates "OK"
a 10.00 in Bearing pad width Nsteel 2.00 Number of steel laminates needed
b 16.00 in Bearing pad length tcover 0.25 in Thickness of elastomeric cover
tlam 0.50 in Thickness of internal laminate tsteel 0.125 in Thickness of steel plate
D 1.25 in Thickness of Reinforced Elastomeric Bearing Pad
Use a 10" x 16" x 1-1/4" bearing pad, composed of (2) two 1/4 inch cover laminates, (1) one 1/2" interior laminate and (2) two1/8 inch steel plates.
Curved Plate Design
The thickness of the plate is J. The curved plate has a width (H), which is equal to the width of the bearing pad. The length (G)is determined in an iterative process with the thickness. Begin by checking the thickness for a curved composite plate with alength of 4.5 inches. If thickness of the bearing plate is more than 2 inches, increase the length of the curved plate until thebearing plate thickness and composite plate thickness are approximately equal.
H 16 in Curved plate width Pintle 1.5 in Pintle diameter
Gplate 4.5 in Curved plate length Bevel_of_plate 0.25 in
First, determine the radius of the contact surface. The radius of the curved plate is a function of the yield strength of the steeland the load intensity. The contact length of the sole plate with the curved plate is equal to the curved plate width minus thepintles and bevels. Refer to figure below.
Contact length Lsp is equal to
Lsp H 2 Pintle 2 Bevel_of_plate 2 Bevel_of_plate
Lsp 12.00 in
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United States ArmyCorps of Engineers
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Based on past satisfactory performance of curved plate bearing assemblies, the minimum radius permitted is determinedwith LRFD Equation C14.7.1.4-1 and C14.7.1.4-2. Start by assuming radius is 12.5 inches or less, so use the first equation.Rearranging the equation to solve for d, and dividing by 2 (to compute a radius) results in the following:
Rmin
10Ps
Lsp
0.6 Fy 13 ksi Rmin 6.758 in Rmin is less than 12.5 in so the assumption is correct
The radius of curved plates is to be no less than 16 inches. Therefore, specify the minimum radius for the curved plate to be16 inches.
The required thickness of the curved composite plate is found using a simple model where a uniform load is applied to thebottom of the plate and the reaction is a line load. See Figure 14.8.2.3.
Pressure on the composite plate is:
σcpPs
H Gplate σcp 1.55 ksi
The maximum moment on a 1 inch strip of the composite plate is:
Mcp σcpGplate
2
Gplate
4 Mcp 3.93 kip
in
in
The maximum allowable bending stress from Table 10.32.1A of the Standard Specifications is used to size the plate:
fs 0.55 Fy fs 19.80 ksi
The required composite plate thickness is found by finding the thickness of plate that has sufficient section modulus tocarry the moment.
Sreq_cpMcp
fs Sreq_cp 0.199
in3
in
Minimum_Hcp 6 Sreq_cp Minimum_Hcp 1.092 in
The standard curved plate thickness is 11/4 inches. Since composite action is assumed and the bearing plate thickness willbe more than 1/8 inch, use a 11/4 inch thick curved plate (J).
J 1.25 in
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Bearing Plate Design
Now determine the thickness of the bearing plate. The bearing plate has plan dimensions that are slightly larger than thebearing pad to provide adequate space for the attachment of knock-off weld studs. One inch is provided on all sides for thispurpose.
E b 1 in 2 E 18.00 in Bearing Plate width
C a 1 in 2 C 12.00 in Bearing Plate length
The bearing plate is assumed to act as a cantilever that carries the bearing pad pressure back to the curved plate. Thecantilever length is half the difference in length between the bearing pad and the curved plate.
Lcra
2
Gplate
2 Lcr 2.75 in
Mbp σsLcr
2
2 Mbp 2.64 kip
in
in
Use the same procedure that was used to arrive at a curved plate thickness. Note that the minimum thickness for bearingplates is 11/2 inches per MnDOT.
Sreq_bpMbp
fs Sreq_bp 0.134
in3
in
Minimum_Hbp 6 Sreq_bp Minimum_Hbp 0.895 in
Use a 11/2 inch thick bearing plate. F 1.50 in
Expansion Bearing Summary
a 10.00 in C 12.00 in L D F J Expansion bearing assembly thickness
b 16.00 in E 18.00 in L 4.00 in
D 1.25 in F 1.50 in
Nsteel 2.00 Gplate 4.50 in
tsteel 0.125 in Slam 6.2
N_lam 1.00 H 16.00 in
tlam 0.50 in J 1.25 in
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United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
Fixed Bearing design:
Bridge No. / Information: Design Criteria:
Fargo Moorhead MetropolitanDiversion Inlet Structure Vehicle Bridge
MnDot LRFD Bridge Design ManualNDDOT LRFD Bridge Design Manual2014 AASHTO LRFD Bridge Design Specifications
Input Output Designer notes Check results
Material Properties
Fy 36 ksi Yield strength of the steel plates
Geometry and Material Properties Temperatures
Lexpan 60 ft 0 in Expansion length (span length from bearing to bearing of fixed bearings)
αconc6.0 10 6
deg Coefficient of concrete thermal expansion per MnDOT LRFD Manual section
14.2.1 page 14-2
bf 26 in Bottom flange width for a MnDOT 27M prestressed concrete beam
Design Loads
PDL 55.83 kip Maximum Dead Load
PDL_min 49.38 kip Minimum Dead Load - use for Minimum Compressive Load Check
PLL_max 56.09 kip Maximum Live Load
PLL_min 0 kip Minimum Live Load
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United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
Ps PDL PLL_max Ps 111.92 kip The Bearing Is Sized with Service Limit State Loads
The Minimum Compressive Load Check Is Made WithStrength I Limit State LoadsPu 0.9 PDL_min 1.75 PLL_min Pu 44.44 kip
Design Temperatures
Tchange 80 deg Minimum temperature per NDDOT LRFD Manual section IV-04.14.02 Expansion Joints [Table3.4.1-1]. "For concrete bridge a temperature range of 80F (0F to 80F) shall be used.
Allowable Compressive Stress for Cotton-duck pads
σS 3.0 ksi Per AASHTO section 14.7.6.3.2 page 14-72 Eqn 14.7.6.3.2-5
σL 2.0 ksi Per AASHTO section 14.7.6.3.2 page 14-72 Eqn 14.7.6.3.2-6
B 16 in Bearing pad length
Allowable_σS 1.10 σS Allowable_σS 3.30 ksi
Using the vertical load, the allowable compressive stress, and width (B) of the bearing pad, a trial length (A) can be found.
APs
Allowable_σS B A 2.12 in
Try a bearing pad with the following dimensions:
A 10 in Bearing pad width
B 16.00 in Bearing pad length
D 0.50 in Bearing pad thickness
Then the maximum service load stress under total load is:
Actual_σSPs
A B Actual_σS 0.70 ksi
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Checkcompressive_stress if Actual_σS Allowable_σS "OK" "Redesign"
Checkcompressive_stress "OK"
There are two geometric checks on the bearing pad to ensure that it has good proportions. First, in plan, the length of the longside can be no more the 2.5 times the length of the short side.
Checklongside_proportion if B 2.5 A "OK" "Redesign"
Checklongside_proportion "OK"
Second, the height of the elastomeric portion can be no more than 1/3 the length of the short side of the pad per AASHTO14.7.6.3.6 page 14-76.
Checkthickness_proportion ifA
3D "OK" "Redesign"
Checkthickness_proportion "OK"
MnDOT specifies a range of permissible values for the shape factor (S). The shape factor shall be between 5.0 and 8.0 perMnDOT page 14-23.
Actual_SA B
2 A B D Actual_S 6.15
Checkshape_factor if 5 Actual_S 8.0 "OK" "Redesign"
Checkshape_factor "OK"
Curved Plate Design
Set the curved plate width 2 inches wider than the bearing pad.
H B 2 in H 18.00 in
The all around weld, together with the friction between plates, causes the curved plate and bearing plate to act compositely.Therefore, the thickness for design can be considered to include the curved plate thickness plus the bearing plate thickness.
Begin by checking the thickness for a curved composite plate with a length of 4.5 inches. If the thickness of the bearing plateis more than 2 inches, increase the length of the curved plate until the bearing plate thickness and composite plate thicknessare approximately equal. After 4.5 inches, try 6 inches. If 6 inches does not work, increase length by increments of 2 inchesthereafter.
G 4.5 in Curved plate length
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United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
The radius of the contact surface is the first parameter to determine for the curved plate. The radius of the curved plate is afunction of the yield strength of the steel and the load intensity.
The contact length of the sole plate with the curved plate is equal to the sole plate width minus the chamfers at each side, thepintles, and the associated bevels around each of the pintles.
Contact length Lsp is equal to
Lsp H 2 0.125 in 2 0.75 in 2 1.75 in 2 0.25 in Lsp 11.75 in
Based on past satisfactory performance of curved plate bearing assemblies, the minimum radius permitted is determinedwith LRFD Equation C14.7.1.4-1 and C14.7.1.4-2. Start by assuming radius is 12.5 inches or less, so use the first equation.Rearranging the equation to solve for d, and dividing by 2 (to compute a radius) results in the following:
Rmin
10Ps
Lsp
0.6 Fy 13 ksi Rmin 6.90 in
Checkminimum_radius if Rmin 12.5 in "OK" "Redesign"
Checkminimum_radius "OK"
The radius of curved plates is to be no less than 16 inches. Therefore, specify the minimum radius for the curved plate to be16 inches. The required thickness of the curved composite plate is based on a simple model in which a uniform pressure isapplied to the bottom of the plate and the reaction is a line load.
Pressure on the composite plate is:
σcpPs
G H σcp 1.38 ksi
Maximum moment on the composite plate on a 1 inch wide strip is:
Mcp σcpG
2
G
4 Mcp 3.50 kip
in
in
The required curved composite plate thickness is determined by finding the thickness of plate that has sufficient section moduluto carry the moment. (i.e., σ = M/S, rearranged to S = M/σ). Past designs based on allowable stress have performed well. Sizethe plate with the maximum allowable bending stress permitted in the Standard Specifications C14.7.1.4 page 14-44.
fs 0.55 Fy fs 19.80 ksi
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United States ArmyCorps of Engineers
Designed By: DAPChecked By: ____
The required section modulus is:
Sreq_cpMcp
fs Sreq_cp 0.18
in3
in
Solving for thickness, J
Jminimum_cp 6 Sreq_cp Jminimum_cp 1.03 in
Use curved plate with thickness J = 11/4 inches.
G 4.50 in H 18.00 in J 1.25 in
Bearing Plate Design
The length (C) is set at 2 inches longer than the pad length. This provides room for the keeper studs to be attached to thebottom of the bearing plate. The width (E) is set 8 inches greater than the beam bottom flange width. This provides room oneach side for the anchor rods.
E bf 8 in E 34.00 in Bearing plate length
C A 2 in C 12.00 in Bearing plate width
The bearing plate is assumed to act as a cantilever that carries the bearing pad pressure back to the curved plate. Thecantilever length is half the difference in length between the bearing pad and the curved plate.
LcrA
2
G
2 Lcr 2.75 in
Mbp Actual_σSLcr
2
2 Mbp 2.64 kip
in
in
Use the same procedure that was used to arrive at a curved plate thickness. Note that the minimum thickness for bearingplates is 11/2 inches.
The required section modulus is:
Sreq_bpMcp
fs Sreq_bp 0.18
in3
in
Solving for thickness, J
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United States ArmyCorps of Engineers
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Jminimum_bp 6 Sreq_bp Jminimum_bp 1.03 in
Use bearing plate with thickness F = 11/2 inches. F 1.50 in
Anchor Rods /Pintles
The standard 11/2 inch anchor rods and pintles with Detail B310 have a service load capacity of 70 kips. For many projects,such as the superstructure assumed for this design example, the capacity of the anchor rods and pintles will be adequate byinspection. For projects where two or more piers are fixed or where significant longitudinal forces are anticipated, evaluatethe capacity of the anchor rods and pintles. The anchor rod offset dimension (M) is to be calculated such that the anchor rodsare located along the beam centerline of bearing. In this case, the skew is zero, so M = 0 inches.
Fixed Bearing Design Summary:
A 10.00 in G 4.50 in
B 16.00 in H 18.00 in
D 0.50 in J 1.25 in
Actual_S 6.2 L D F J Fixed bearing assembly thickness
C 12.00 in L 3.25 in
E 34.00 in
F 1.50 in
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.?it Minnesota Department of Transportation
{~ ~ MS610 ~"vroFref>..~e;,q_o 3485 Hadley Avenue North
Oakdale, MN 55128
Memo TO:
FROM:
DATE:
Bridge Design Engineers Construction Managers Group (CMG) Resident Engineers
Kevin Western ~ -~ · State Bridge Des1gn Engineer
April 12, 2012
Office Tel: (651) 366-4506 Office Fax: (651) 366-4497
MEMO TO DESIGNERS (2012-01 ): Discontinued Usage of Plain Elastomeric Bearing Pads and Substitution with Cotton-Duck Bearing Pads
In light of some recent excessive deformations of plain elastomeric bearing pads (PEP), the use of PEP will be limited. At this time, the precise cause of the performance issue has not been determined. Further research is being completed by the AASHTO Bearing Committee to isolate the source of the issue. When the research is complete, final guidance on plain elastomeric bearing pads will be issued. The guidance provided in this memo should be used in the interim.
Plain elastomeric bearing pads are used at fixed bearing assemblies and at integral abutments. There will be no change to the use of PEP at integral abutments. Because the bearing pads are confined by the concrete and the polystyrene, the amount of deformation is limited and is not a concern.
For all fixed curved plate bearing assemblies for both steel and prestressed beams, replace the plain elastomeric bearing pad with a cotton-duck bearing pad (COP) of the same size as required for a PEP. COP are preformed pads that are produced in large sheets and cut to size for specific bridge applications. COP are reinforced with closely spaced layers of cotton-duck and typically display high compressive stiffness and strength, obtained by the use of very thin elastomeric layers. These pads are often used on railroad structures due to their high compressive strengths.
Cotton-duck pads must be manufactured and tested under compression in accordance with Military Specification MIL-C-882E, except where superseded by the current AASHTO LRFD Bridge Design Specifications Article 14.7.6.2 or by this memo. The minimum low-temperature grade of elastomer for cotton-duck pads is Grade 3.
This change to the bearing pads is effective for all bridges where the bearings have not yet been installed. For bridges still in the design phase that utilize standard detail B31 0 or B354, include revised special provision SB2012-37 41 that is attached to this memo. For projects that have been submitted to CO, but not yet let, an addendum will be necessary. For projects that have already been let, please coordinate and assist the districts to obtain COP through the
An Equal Opportunity Employer Page 1 of 2
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supplemental agreement process. As a minimum, these changes will be in effect for the entire 2012 construction season. This guidance will remain in place until final guidance supersedes this memo.
If you have any questions contact myself or Arielle Ehrlich at (651) 366-4515.
Thank you.
cc: Dave Conkei/Local Consultants Dave Dufresne/PACAL Industries, LLC Bob Timpane/Construction Materials Inc. Craig Kirks/D.S. Brown Jim Kochsiek (MS 645) Steve Grover (MS 645)
An Equal Opportunity Employer
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Use on all jobs requiring Elastomeric Bearing Pads. (1) Use where standard details B310 and B354 are used.
SB- (3741) ELASTOMERIC BEARING PADS
Apply the provisions of 3741 except as modified below:
Replace the first sentence in 3 7 41.2A with the following:
Created: 3/22/2002 Revised: 4/12/2012 (7)
Provide elastomer for bearing pads meeting the requirements of AASHTO M 251 with durometer hardness of 60 ±5 on the Shore "A" scale. Provide elastomer compounds classified as low-temperature Grade 4 meeting the grade requirements of AASHTO LRFD Bridge Design Specifications, Table 14.7.5.2-1, "Low temperature Zones and Minimum Grade of Elastomer."
Delete all of 3 7 41.2B 1 except for the last paragraph.
Utilize cotton-duck bearing pads (CDP) where standard details B310 and B354 are used. Test and manufacture CDP in accordance with Military Specification MIL-C-882E, except where superseded by the current AASHTO LRFD Bridge Design Specifications Article 14.7.6.2 or by Memo to Designers (2012-01). For CDP, provide elastomer compounds classified as low-temperature Grade 3.
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WEIGHT BASED ON:BILL OF REINFORCEMENT : BAR UNIT METRIC
SIZE WGT BAR SIZE3 0.376 10
USER NOTES: 4 0.668 13(1) COPY MASTER FILE TO ANOTHER DIRECTORY AND EDIT. DO NOT ENTER DATA ON MASTER. 5 1.043 16(2) TO DELETE ROWS; UNPROTECT SPREADSHEET, DELETE ROWS AND PROTECT SPREADSHEET. 6 1.502 19
(a) DO NOT delete the first 50 rows of the MASTER. (Doing so will cause errors!) 7 2.044 22(b) DO NOT delete the last 4 rows of the MASTER. (Doing so will cause errors!) 8 2.670 25
(3) TO INSERT ROWS; UNPROTECT SPREADSHEET, INSERT ROWS AND PROTECT SPREADSHEET. 9 3.400 29(a) INSERT ROWS ONLY BETWEEN the second and last bar marks of the MASTER. (To avoid errors!) 10 4.303 32(b) COPY existing rows to new rows. 11 5.313 36
(4) DO NOT "MOVE" DATA. USE "COPY" AND "ERASE" ONLY! ("MOVE" will cause errors!) 14 7.650 43(5) INPUT NUMBER OF SERIES BARS INTO APPROPRIATE CELL! 18 13.600 57
EXAMPLE:(6) INPUT THE NUMBER 1 INTO THE FIRST COLUMN FOR EPOXY COATED BARS.(7) REVIEW THE MATH CHECK. (Messages may appear if there is an error.) (8) USE "SRF" STANDARD BAR SHAPES. Add shapes only as required.(9) USE METRIC BAR MARKS
MATH CHECK: (Note: Spreadsheet will round up to the nearest ten pounds.)
0 Pounds CHECK #1 OF TOTAL REINFORCEMENT BARS31477 Pounds CHECK #1 OF TOTAL REINFORCEMENT BARS (EPOXY-COATED)
0 Pounds CHECK #2 OF TOTAL REINFORCEMENT BARS31477 Pounds CHECK #2 OF TOTAL REINFORCEMENT BARS (EPOXY-COATED)
0 Pounds USE: TOTAL REINFORCEMENT BARS31480 Pounds USE: TOTAL REINFORCEMENT BARS (EPOXY COATED)
NO. NO. SUBTOTAL SUBTOTALIN UNIT BAR OF WEIGHT WEIGHT
EPOXY MARK NO SIZE SHAPE LOCATION SERIES WEIGHT LENGTH BARS NON-EPOXY EPOXY
1 SVSB401E 425 4 21 - 9 STR SPAN 1, 2 & 3 T & B TRANSVERSE 0.668 21.75 425 0.00 6174.831 SVSB502E 52 5 58 - 11 STR SPAN 1& 3 BOTTOM LONGITUDINAL 1.043 58.92 52 0.00 3195.401 SVSB403E 30 4 58 - 11 STR SPAN 1 & 3 TOP LONGITUDINAL 0.668 58.92 30 0.00 1180.691 SVSB504E 192 5 7 - 5 BENT BARRIER POST REINF 1.043 7.42 192 0.00 1485.231 SVSB605E 448 6 3 10 STR BARRIER POST REINF 1 502 3 83 448 0 00 2579 43
Filename: \\mvd\mvp\PROJECTS\SA\SA_Fargo_Moorhead_Metro(PED)-370365\5_COE_Elements\Diversion_Inlet\02-Structures\Diversion Inlet Structure\Design\Vehicle Service Bridge design\[Vehicle Service Bridge Bill of Reinforcement.xlsx]BILL
Vehicle Service Bridge Bill of Reinforcement
SHEET:PROJECT TITLE:
FMM Diversion Inlet StructureDATE:
07/31/15DATE:
US Army Corps of Engineers
Saint Paul District
COMPUTED BY:
DAPCHECKED BY:SUBJECT TITLE:
Vehicle Service Bridge Bill of Reinforcement
BILL OF REINFORCEMENT: Vehicle Service Bridge Bill of Reinforcement
[FT - IN] LENGTH
1 SVSB605E 448 6 3 - 10 STR BARRIER POST REINF. 1.502 3.83 448 0.00 2579.431 SVSB706E 288 7 9 - 5 BENT POST INSIDE FACE DOWELS 2.044 9.42 288 0.00 5543.331 SVSB407E 288 4 4 - 1 BENT POST OUTSIDE FACE DOWELS 0.668 4.08 288 0.00 785.571 SVSB508E 26 5 59 - 6 STR SPAN #2 BOTTOM LONGITUDINAL 1.043 59.50 26 0.00 1613.521 SVSB409E 15 4 59 - 6 STR SPAN #2 TOP LONGITUDINAL 0.668 59.50 15 0.00 596.191 SVSB310E 256 3 4 - 6 BENT BARRIER POST REINF. 0.376 4.50 256 0.00 433.151 SVSB311E 16 3 7 - 10 BENT BARRIER POST REINF AT BRIDGE DECK CORNERS 0.376 7.83 16 0.00 47.131 SVSB312E 16 3 8 - 10 BENT BARRIER POST REINF AT BRIDGE DECK CORNERS 0.376 8.83 16 0.00 53.141 SVSB313E 470 3 6 - 6 BENT BARRIER BEAM STIRRUPS 0.376 6.50 470 0.00 1148.681 SVSB614E 16 6 5 - 10 BENT BARRIER BEAM CORNER LONGITUDINAL BARS 1.502 5.83 16 0.00 140.191 SVSB615E 16 6 5 - 2 BENT BARRIER BEAM CORNER LONGITUDINAL BARS 1.502 5.17 16 0.00 124.171 SVSB616E 32 6 11 - 11 STR BARRIER BEAM LONGITUDINAL BARS (SPANS 1 & 3) 1.502 11.92 32 0.00 572.761 SVSB617E 128 6 10 - 5 STR BARRIER BEAM LONGITUDINAL BARS (SPANS 1 & 3) 1.502 10.42 128 0.00 2002.671 SVSB618E 32 6 11 - 6 STR BARRIER BEAM LONGITUDINAL BARS (SPAN 2) 1.502 11.50 32 0.00 552.741 SVSB619E 48 6 10 - 0 STR BARRIER BEAM LONGITUDINAL BARS (SPAN 2) 1.502 10.00 48 0.00 720.961 SVSB520E 108 5 7 - 10 BENT END BEAM DIAPHRAGM STIRRUPS 1.043 7.83 108 0.00 882.381 SVSB521E 108 5 5 - 4 BENT END BEAM DIAPHRAGM STIRRUPS 1.043 5.33 108 0.00 600.771 SVSB622E 12 6 5 - 11 STR END BEAM DIAPHRAGM LONGITUDINAL 1.502 5.92 12 0.00 106.641 SVSB623E 24 6 21 - 8 STR END BEAM DIAPHRAGM LONGITUDINAL 1.502 21.67 24 0.00 781.041 SVSB624E 12 6 6 - STR END BEAM DIAPHRAGM LONGITUDINAL 1.502 6.00 12 0.00 108.141 SVSB625E 12 6 2 - 8 BENT END BEAM DIAPHRAGM STIRRUPS 1.502 2.67 12 0.00 48.06
- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00- 0.000 0.00 0 0.00 0.00
3070 0.00 31476.81
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