STRUCTURAL CALCULATIONS - Butte County

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914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 STRUCTURAL CALCULATIONS Client: Project: Table Mountain Location: Orville, CA Building Code: 2016 CBC Plump File No: S.1703116 By: B.A.B. Date: July 10, 2017 Revisions: These calculations not valid unless signed and sealed in space above. 7/11/17 Permit #_________________________ BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE 10/03/2017 BY_________ DATE________ ERuvalcaba B17-1522 Structural calculations

Transcript of STRUCTURAL CALCULATIONS - Butte County

914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834

STRUCTURAL CALCULATIONS

Client:

Project: Table Mountain

Location: Orville, CA

Building Code: 2016 CBC

Plump File No: S.1703116 By: B.A.B. Date: July 10, 2017

Revisions:

These calculations not valid unless signed and sealed in space above.

7/11/17

Permit #_________________________BUTTE COUNTY DEVELOPMENT SERVICES

REVIEWED FORCODE COMPLIANCE10/03/2017 BY_________DATE________ ERuvalcaba

B17-1522 Structuralcalculations

Page 1000A. Design Loads Page 1001

1. Building Summary Page 10022. Seismic Base Shear Calculation Page 10033. Gravity Loading Page 10034. Sesimic Loading Page 10035. Wind Loading Page 1003

B. Load Path Page 20001. Lateral Forces Along a Line Page 20012. Wall Shear Page 20033. Wall Panel - Shear Page 20034. Wall Panel Attachment - Shear Page 20035. Roof Panel Attachment - Pullout Page 20046. Wall Panel Attachment - Pullout Page 20047. Wall Panel - Bending Page 20048. Diaphragm Shear Page 2004

C. Anchorage Design Page 30001. Anchor Location Page 30012. Load Combinations Page 30023. Foundation Reactions Page 30034. Load Combinations Page 30055. Foundation Reactions Page 30066. Anchor Design Page 3008

D. Base Model Design Page 40001. RISA Model Rendering Page 40012. RISA Model Section Set Labels Page 40023. RISA Section Sets Page 40034. RISA Member Labels Page 40045. RISA Model Dead Loading Page 40056. RISA Model Floor Live Loading Page 40067. RISA Model Roof Live Loading Page 40078. RISA Model Seismic Loading Page 40089. RISA Model Wind Loading Page 4010

10. RISA Member Code Check Page 401211. RISA Model Report Page 4013

E. Lifting Model Design Page 50001. RISA Model Rendering Page 50012. RISA Model Section Set Labels Page 50023. RISA Section Sets Page 50034. RISA Member Labels Page 50045. RISA Model Dead Loading Page 50056. RISA Model Live Loading Page 50067. RISA Member Code Check Page 50078. RISA Model Report Page 50089. RISA Lifting Lug Forces Page 5022

10. Lifting Lug Calc Page 5023

TABLE OF CONTENTS

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

7/11/17

F. Walls & Roof Truss Design Page 60001. RISA Model Rendering-Walls Gravity Page 60012. RISA Model Section Set Labels Page 60023. RISA Section Sets Page 60034. RISA Member Labels Page 60045. RISA Model Dead Loading Page 60056. RISA Model Roof Live Loading Page 60067. RISA Member Code Check Page 60078. RISA Model Report Page 60089. RISA Model Rendering - Roof Truss Page 6019

10. RISA Model Section Set Labels Page 602011. RISA Section Sets Page 602112. RISA Member Labels Page 602213. RISA Model Dead Loading Page 602314. RISA Model Roof Live Loading Page 602415. RISA Member Code Check Page 602516. RISA Model Report Page 6026

TABLE OF CONTENTS (CONT'D)

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

7/11/17

A. Design Loads

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SUMMARY: S.1703116 - TABLE MOUNTAIN.xlsx

BUILDING DIMENSIONS BUILDING CODE GRAVITY LOADINGLength = 29.00 ft 2016 CBC Roof DL = 30 psfWidth = 15.00 ft Roof LL = 30 psfHeight = 10.00 ft SEISMIC DESIGN CATEGORY

C Tbl. 11.6-1 ASCE 7-10 WIND PARAMETERS

VULT. = 115 mphSEISMIC PARAMETERS Exposure = C

Fa = 1.16 I = 1.50 WALLS:

Fv = 1.54 R = 2.00 (A.17) PWINDWARD = 16.41 psf (ASD)

Ss = 0.601 � Shear panels of all other materials PLEEWARD = 9.54 psf (ASD)

S1 = 0.264 V = 0.35 W EQ. 12.8-1 ASCE 7-10 PTOTAL = 25.95 psf (ASD)

SDS = 0.465 EV = 0.09 W EQ. 12.4-4 ASCE 7-10

SD1 = 0.271 ANCHORS = 3/4"� POWER-STUD+ SD6

3 3/4" EMBED.FOUNDATION AND ANCHORAGEFOUNDATION = MAT LIFT LUG = 3/4"x8" PLNO. ANCHORS = 8 � 2 PER LONG SIDE 2 PER SHORT SIDENO. LIFT LUGS = 2 PER SIDE � SEE LIFTING LUG CALC FOR SIZE & ATTACHMENT TRUSS PROPERTIES

SLOPE TYPE � DUALROOF ASSEMBLY SLOPE � 1/4 in/ftROOF PANEL GA � 12 GA HEEL HEIGHT � 6.00 inROOF TRUSS GA � 16 GA PEAK � 7.88 inCEILING PANEL GA � 16 GA

LIFTING WEIGHTCONNECTIONS IMPACT (1.25 FS) � 41708 lb1. PANEL-PANEL � #12 SCREWS @ 24 " O.C. COGx � 7.51 ft2. PANEL-TRUSS � #12 SCREWS @ 12 " O.C. COGz � 14.73 ft 3. PANEL-TUBE � #12 SCREWS @ 12 " O.C.4. TRUSS-TUBE � (2) #12 SCREWS EA END OF TRUSS BUILDING WEIGHT5. CEILING-TRUSS � #12 SCREWS @ 24 " O.C. TOTAL DL � 31717 lb

TOTAL EQUPIMENT � 4400 lb

WALL ASSEMBLYEXTERIOR PANEL GA � 16 GAINTERIOR PANEL GA � 16 GATUBE THICKNESS � 1/8 inTYP. PANEL WIDTH � 24 in

CONNECTIONS1. EXT PANEL-TUBE

W1 � (3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.W2 � (3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.W3 � (3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.W4 � (3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.

2. EXT PANEL-PANEL � #12 SCREWS @ 12 " O.C.3. INT-EXT PANEL � #12 SCREWS @ 24 " O.C.*ALL SHEAR WALL VALUES CONSIDER EXTERIOR PANELS ONLY

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LATERAL ANALYSIS:

SEISMIC BASE SHEAR: 2016 CBC

Seismic Coefficients:Fa = 1.16 SMS = Fa x Ss = 0.70 I = 1.50Fv = 1.54 SM1 = Fv x S1 = 0.41 R = 2.00 (A.17)

Ss = 0.60 SDS = 0.67 x SMS = 0.46S1 = 0.26 SD1 = 0.67 x SM1 = 0.27

Height = 10.00 ft Ct = 0.02 T = 0.11 sec x = 0.75

Design Base ShearCs=SDS/(R/Ie) = 0.35 EQ. 12.8-2 ASCE 7-10

Cs=SD1/(T(R/Ie)) = 1.81 EQ. 12.8-3 ASCE 7-10 (NOT GREATER THAN)

Cs=0.044SDSIe = 0.03 EQ. 12.8-5 ASCE 7-10 (NOT LESS THAN)

Cs=0.5S1/(R/Ie) = 0.10 EQ. 12.8-6 ASCE 7-10 (NOT LESS THAN)

V=CsW = 0.35 W EQ. 12.8-1 ASCE 7-10 Seismic Base Shear

DESIGN LOADS

ROOF DEAD LOAD FLOOR EQUIPMENT Wt. # of Total Wt. Area Load

12 GA DECK = 4.27 psf Control Panel = 1000 lb x 3 = 3000 lb = 145 psfINSULATION = 1.20 psf = TOTAL = 3 � 3000 lb16 GA CEILING = 2.44 psf16 GA TRUSS = 3.33 psf WALL MOUNTED EQUIPMENT Wt. # of Total Wt.

CABLE TRAY = 15.00 psf DCP = 150 lb x 2 = 300 lbMISC. = 3.75 psf Cable Riser = 200 lb x 2 = 400 lbTOTAL DEAD = 30.00 psf HVAC = 350 lb x 2 = 700 lb

TOTAL = 6 � 1400 lbROOF LIVE LOAD L1 = 13 ftMAINTENANCE = 30.00 psf WT = 110 plf

ROOF LIVE SEISMIC LOAD TOTAL EQUIPMENT WEIGHT20% LIVE LOAD WT. = 0.00 psf TOTAL = 9 � 4400 lb

WT = 10.11 psfROOF TRUSSDEAD = 60.00 plfLIVE = 60.00 plf

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BUILDING DATA:

WALL DEAD LOAD BUILDING DIMENSIONS16 GA EXTERIOR = 2.44 psf LENGTH OF BUILDING = 29.00 ft16 GA INTERIOR = 2.44 psf WIDTH OF BUILDING = 15.00 ftFRAME = 4.00 psf WALL HEIGHT = 10.00 ftINSULATION = 1.20 psf PARAPET HEIGHT = 0.00 ftMISC. = 4.92 psf TRUSS SPACING = 2.00 ftTOTAL DEAD = 15.00 psf

Seismic Load (E.L.F.P.)

F1 [W2 & W4] PSF FTROOF = 30.00 x 29.00 = 870 plfWALLS = 15.00 x 10.00 = 150 plf

1020 plfx 0.35

F1 = 356 plf x 0.7 = 249 plf (ASD)

F2 [W1 & W3] PSF FTROOF = 30.00 x 15.00 = 450 plfWALLS = 15.00 x 10.00 = 150 plf

600x 0.35

F2 = 209 plf x 0.7 = 146 plf (ASD)Wind Load (Method 2)

qz = 0.0026 KzKztKdV2

EQ. 27.3-1 ASCE 7-10

h = 15 20 25 30Kz = 0.85 0.90 0.94 0.98Kzt = 1.30 1.30 1.30 1.30Kd = 0.85 0.85 0.85 0.85V = 115 115 115 115qz = 31.80 33.67 35.17 36.66

p = qGCp +/- qi(GCpi) EQ. 27.4-1 ASCE 7-10

ROOFG = 0.85 G = 0.85Cp = 0.80 Cp = 1.30

GCpi = (+/-) 0.18 GCpi = 1.11 +/-ASD = 0.60 ASD = 0.60

PWINDWARD = 16.41 17.37 18.15 18.92PLEEWARD = 9.54 10.10 10.55 11.00

PTOTAL = 25.95 27.47 28.70 29.92 PTOTAL = 21.08 22.32 23.32 24.31� ROOF LIVE LOAD governs

F1 & F2 = 25.95 x 5.00 = 130 plf (ASD)� SEISMIC governs in F1 � SEISMIC governs in F2

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A. Design Loads

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Lateral Forces Along a Line F1 = 100% F2 = 100%

W1% Area = 7.50 / 15.00 = 50%

VEL = 249 x 15.00 x 0.50 = 1867 lbv = 1867 / 29.00 = 64 lb/ft (SEISMIC)

VWL = 130 x 15.00 x 0.50 = 973 lbv = 973 / 29.00 = 34 lb/ft (WIND)SEISMIC GOVERNS!

Roof DL = 30.00 x 7.50 = 225 lb/ftRoof LL = 30.00 x 7.50 = 225 lb/ftWall DL = 15.00 x 10.00 = 150 lb/ftTotal DL = 375 lb/ft

W3% Area = 7.50 / 15.00 = 50%VEL = 249 x 15.00 x 0.50 = 1867 lbv = 1867 / 29.00 = 64 lb/ft (SEISMIC)

VWL = 130 x 15.00 x 0.50 = 973 lb

v = 973 / 29.00 = 34 lb/ft (WIND)SEISMIC GOVERNS!

Roof DL = 30.00 x 7.50 = 225 lb/ftRoof LL = 30.00 x 7.50 = 225 lb/ftWall DL = 15.00 x 10.00 = 150 lb/ftTotal DL = 375 lb/ft

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

2001

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

W2% Area = 14.50 / 29.00 = 50%

VEL = 146 x 29.00 x 0.50 = 2123 lbv = 2123 / 15.00 = 142 lb/ft (SEISMIC)

VWL = 130 x 29.00 x 0.50 = 1881 lbv = 1881 / 15.00 = 125 lb/ft (WIND)SEISMIC GOVERNS!

Roof DL = 30.00 x 2.00 = 60 lb/ftRoof LL = 30.00 x 2.00 = 60 lb/ftWall DL = 15.00 x 10.00 = 150 lb/ftTotal DL = 210 lb/ft

W4% Area = 14.50 / 29.00 = 50%

VEL = 146 x 29.00 x 0.50 = 2123 lbv = 2123 / 15.00 = 142 lb/ft (SEISMIC)

VWL = 130 x 29.00 x 0.50 = 1881 lbv = 1881 / 15.00 = 125 lb/ft (WIND)SEISMIC GOVERNS!

Roof DL = 30.00 x 2.00 = 60 lb/ftRoof LL = 30.00 x 2.00 = 60 lb/ftWall DL = 15.00 x 10.00 = 150 lb/ftTotal DL = 210 lb/ft

2002

Lateral Forces Along a Line

W1VMAX = 1867 lb (SEISMIC)

L = 6.83 + 0.00 + 0.00 = 6.83 ftv = 1867 / 6.83 = 273 lb/ft (SEISMIC)

(3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.VALL = 591 plfUNITY = 0.46 < 1.00 � OK!

W3VMAX = 1867 lb (SEISMIC)L = 15.00 + 0.00 + 0.00 = 15.00 ftv = 1867 / 15.00 = 124 lb/ft (SEISMIC)

(3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.

VALL = 591 plfUNITY = 0.21 < 1.00 � OK!

W2VMAX = 2123 lb (SEISMIC)L = 24.17 + 0.00 + 0.00 = 24.17 ft

v = 2123 / 24.17 = 88 lb/ft (SEISMIC)

(3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.VALL = 591 plfUNITY = 0.15 < 1.00 � OK!

W4VMAX = 2123 lb (SEISMIC)L = 29.00 + 0.00 + 0.00 = 29.00 ftv = 2123 / 29.00 = 73 lb/ft (SEISMIC)

(3) #12 SCREWS PER PANEL T.&B. � 6.00 " O.C.VALL = 591 plf

UNITY = 0.12 < 1.00 � OK!

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2003

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Diaphragm Shear

ROOF ASSEMBLY VALL (plf)PANEL-PANEL � #12 SCREWS @ 24 " O.C. 389

PANEL-TRUSS � #12 SCREWS @ 12 " O.C. 777

PANEL-TUBE � #12 SCREWS @ 12 " O.C. 777TRUSS-TUBE � (2)#12 SCREWS @ 24 " O.C. 777

DIAPHRAGM SHEARVF1 = 1867 lb

vF1 = 1867 lb / 29.00 ft = 64 plf

VF2 = 2123 lb

VF2 = 2123 lb / 15.00 ft = 142 plf

VALL = 777 plf

UNITY = 0.18 < 1.00 � OK!

ROOF CONNECTIONS

VF1 = 249 plf PANEL-TRUSS � 17 plf < 777 plf � OK!PANEL-TUBE � 64 plf < 777 plf � OK!TRUSS-TUBE � 64 plf < 777 plf � OK! plf

VF2 = 130 plf PANEL-TRUSS � 17 plf < 777 plf � OK!PANEL-TUBE � 125 plf < 777 plf � OK!TRUSS-TUBE � 125 plf < 777 plf � OK!

WALL OUT-OF-PLANEWIDTH = 24 in GAGE = 16

Wall WL = 25.95 x 2.00 = 52 lb/ftM = 649 lb-ftS = 4.47 in3

Fb = 1.74 ksi < 19.80 ksi � OK!

2004

C. Anchorage Design

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Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:55 PMS.1703116 - Table Mountain.r3d

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N118

Y

XZ

Code Check( LC 23 )

No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50

Member Code Checks DisplayedLoads: BLC 4, ELXResults for LC 23, .9DL+1.4ELX

3001

2'-0"

9'-6"

19'-6"

27'-0"

1'-6"

13'-6"

Company : Plump Engineering, Inc. Apr 12, 20178:14 AMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Sol...P... SRSS BLC F... BLC Factor B... FactorB... Fa...B... F...BLCF...B... F... B... ... B...... ... ...

1 DL DL 12 DL+LL DL 1 LL 13 DL+RLL DL 1 RLL 14 DL+0.75LL+0.75RLL DL 1 LL .75 RLL .755 DL+ELX DL 1 E... 16 DL+ELZ DL 1 E... 17 0.6DL+ELX DL .6 E... 18 0.6DL+ELZ DL .6 E... 19 DL+WLX DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL DL 1 LL .75 RLL .75 W....7511 DL+WLZ DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL DL 1 LL .75 RLL .75 W....7513 0.6DL+WLX DL .6 W... 114 0.6DL+WLZ DL .6 W... 115 DL Yes DL 116 LL Yes LL 117 RLL Yes RLL 118 ELX Yes E... 1.419 ELZ Yes E...1.420 WLX Yes W...1.621 WLZ Yes W...1.622 1.25DL +1.25LL DL 1.... LL 1.2523 .9DL+1.4ELX DL .9 E... 1.424 .9DL-1.4ELX DL .9 E... -1.425 .9DL+1.4ELX DL .9 E...1.426 .9DL-1.4ELX DL .9 E... -...27 .9DL+1.6WLX DL .9 W...1.628 .9DL-1.6WLX DL .9 W... -...29 .9DL+1.6WLZ DL .9 W...1.630 .9DL-1.6WLZ DL .9 W...-1...

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Company : Plump Engineering, Inc. July 10, 20171:41 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (By Combination)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

1 15 N47 .094 895.973 -203.904 0 0 02 15 N48 .078 3769.179 6.203 0 0 03 15 N49 .051 3587.961 -12.771 0 0 04 15 N50 2.659 2128.08 -443.38 0 0 05 15 N52 .148 4479.286 -9.788 0 0 06 15 N51 -2.251 2863.187 516.558 0 0 07 15 N53 -.396 2976.011 131.876 0 0 08 15 N54 -9.037 2422.377 -2.116 0 0 09 15 N55 85.685 1917.486 -3.104 0 0 010 15 N19 251.451 2431.16 2.616 0 0 011 15 N118 -328.483 2115.506 17.809 0 0 012 15 COG (ft): X: 49.812 Y: 5.916 Z: 15.03213 16 N47 .048 -79.884 .767 0 0 014 16 N48 -.116 12.229 .048 0 0 015 16 N49 .046 -10.7 -.318 0 0 016 16 N50 -.24 448.982 6.192 0 0 017 16 N52 .042 469.265 -.268 0 0 018 16 N51 .008 -18.962 -4.619 0 0 019 16 N53 -.05 53.133 .008 0 0 020 16 N54 29.676 359.843 -.806 0 0 021 16 N55 -14.926 132.723 -.287 0 0 022 16 N19 12.254 179.978 -.209 0 0 023 16 N118 -26.741 103.392 -.51 0 0 024 16 COG (ft): X: 32.3 Y: 0 Z: 17.425 17 N47 .175 231.906 -110.312 0 0 026 17 N48 .566 2175.054 3.438 0 0 027 17 N49 .051 2021.6 -10.417 0 0 028 17 N50 2.209 1288.546 -303.573 0 0 029 17 N52 -.262 2566.458 -5.179 0 0 030 17 N51 -2.051 1297.552 350.074 0 0 031 17 N53 -.302 1686.709 58.292 0 0 032 17 N54 -100.327 1087.533 3.319 0 0 033 17 N55 57.166 557.405 -2.22 0 0 034 17 N19 157.207 894.656 1.078 0 0 035 17 N118 -114.429 1042.58 15.499 0 0 036 17 COG (ft): X: 58.971 Y: 9.706 Z: 15.51537 18 N47 -15.204 -765.933 -452.531 0 0 038 18 N48 -.396 64.309 1.998 0 0 039 18 N49 1.534 127.208 -.392 0 0 040 18 N50 -20.779 -1318.277 -626.484 0 0 041 18 N52 .249 -138.55 -3.242 0 0 042 18 N51 -17.958 692.863 534.492 0 0 043 18 N53 -2.757 365.477 543.406 0 0 044 18 N54 -1763.266 -2243.91 -19.217 0 0 045 18 N55 -1292.871 -792.221 -.253 0 0 046 18 N19 -1101.444 1690.885 6.273 0 0 047 18 N118 -1751.11 2318.15 15.95 0 0 048 18 COG (ft): NC NC NC49 19 N47 -4.419 -279.995 -1485.215 0 0 050 19 N48 -.53 57.333 -.804 0 0 051 19 N49 .31 -96.16 -2.526 0 0 052 19 N50 -3.497 758.661 -1430.952 0 0 053 19 N52 .182 -21.28 -2.61 0 0 054 19 N51 2.058 -114.514 -1239.926 0 0 055 19 N53 -.096 134.571 -964.975 0 0 056 19 N54 -6.137 -879.564 -27.5 0 0 0

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Company : Plump Engineering, Inc. July 10, 20171:41 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (By Combination) (Continued)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

57 19 N55 -16.272 335.997 -7.072 0 0 058 19 N19 203.931 724.761 -12.615 0 0 059 19 N118 -175.532 -619.81 -22.604 0 0 060 19 COG (ft): NC NC NC61 20 N47 -15.296 -770.557 -455.263 0 0 062 20 N48 -.398 64.697 2.01 0 0 063 20 N49 1.544 127.976 -.395 0 0 064 20 N50 -20.904 -1326.235 -630.265 0 0 065 20 N52 .251 -139.386 -3.262 0 0 066 20 N51 -18.066 697.045 537.718 0 0 067 20 N53 -2.774 367.683 546.686 0 0 068 20 N54 -1773.909 -2257.455 -19.333 0 0 069 20 N55 -1300.675 -797.003 -.255 0 0 070 20 N19 -1108.092 1701.092 6.311 0 0 071 20 N118 -1761.68 2332.143 16.046 0 0 072 20 COG (ft): NC NC NC73 21 N47 -2.683 -169.997 -901.738 0 0 074 21 N48 -.322 34.809 -.488 0 0 075 21 N49 .188 -58.383 -1.534 0 0 076 21 N50 -2.123 460.616 -868.792 0 0 077 21 N52 .111 -12.92 -1.584 0 0 078 21 N51 1.25 -69.526 -752.812 0 0 079 21 N53 -.058 81.704 -585.877 0 0 080 21 N54 -3.726 -534.021 -16.697 0 0 081 21 N55 -9.879 203.998 -4.294 0 0 082 21 N19 123.816 440.034 -7.659 0 0 083 21 N118 -106.573 -376.313 -13.724 0 0 084 21 COG (ft): NC NC NC

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Company : Plump Engineering, Inc. Apr 12, 20178:15 AMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Sol...P... SRSS BLC F... BLC Factor B... FactorB... Fa...B... F...BLCF...B... F... B... ... B...... ... ...

1 DL DL 12 DL+LL DL 1 LL 13 DL+RLL DL 1 RLL 14 DL+0.75LL+0.75RLL DL 1 LL .75 RLL .755 DL+ELX DL 1 E... 16 DL+ELZ DL 1 E... 17 0.6DL+ELX DL .6 E... 18 0.6DL+ELZ DL .6 E... 19 DL+WLX DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL DL 1 LL .75 RLL .75 W....7511 DL+WLZ DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL DL 1 LL .75 RLL .75 W....7513 0.6DL+WLX DL .6 W... 114 0.6DL+WLZ DL .6 W... 115 DL DL 116 LL LL 117 RLL RLL 118 ELX E... 1.419 ELZ E...1.420 WLX W...1.621 WLZ W...1.622 1.25DL +1.25LL DL 1.... LL 1.2523 .9DL+1.4ELX Yes DL .9 E... 1.424 .9DL-1.4ELX Yes DL .9 E... -1.425 .9DL+1.4ELX Yes DL .9 E...1.426 .9DL-1.4ELX Yes DL .9 E... -...27 .9DL+1.6WLX Yes DL .9 W...1.628 .9DL-1.6WLX Yes DL .9 W... -...29 .9DL+1.6WLZ Yes DL .9 W...1.630 .9DL-1.6WLZ Yes DL .9 W...-1...

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Company : Plump Engineering, Inc. July 10, 20171:42 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (By Combination)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

1 23 N47 -15.12 40.442 -636.045 0 0 02 23 N48 -.325 3456.57 7.581 0 0 03 23 N49 1.581 3356.373 -11.886 0 0 04 23 N50 -18.386 596.994 -1025.526 0 0 05 23 N52 .383 3892.808 -12.051 0 0 06 23 N51 -19.984 3269.73 999.394 0 0 07 23 N53 -3.113 3043.887 662.094 0 0 08 23 N54 -1771.399 -63.77 -21.121 0 0 09 23 N55 -1215.754 933.516 -3.047 0 0 010 23 N19 -875.138 3878.929 8.627 0 0 011 23 N118 -2046.745 4222.106 31.979 0 0 012 23 COG (ft): X: 49.812 Y: 5.916 Z: 15.03213 24 N47 15.288 1572.309 269.018 0 0 014 24 N48 .466 3327.952 3.585 0 0 015 24 N49 -1.488 3101.957 -11.102 0 0 016 24 N50 23.171 3233.549 227.442 0 0 017 24 N52 -.116 4169.907 -5.567 0 0 018 24 N51 15.932 1884.005 -69.59 0 0 019 24 N53 2.401 2312.933 -424.718 0 0 020 24 N54 1755.133 4424.049 17.312 0 0 021 24 N55 1369.988 2517.958 -2.54 0 0 022 24 N19 1327.75 497.159 -3.919 0 0 023 24 N118 1455.475 -414.194 .078 0 0 024 24 COG (ft): X: 49.812 Y: 5.916 Z: 15.03225 25 N47 -4.335 526.381 -1668.729 0 0 026 25 N48 -.46 3449.594 4.779 0 0 027 25 N49 .357 3133.004 -14.02 0 0 028 25 N50 -1.104 2673.933 -1829.994 0 0 029 25 N52 .316 4010.078 -11.419 0 0 030 25 N51 .032 2462.354 -775.024 0 0 031 25 N53 -.452 2812.981 -846.286 0 0 032 25 N54 -14.27 1300.576 -29.405 0 0 033 25 N55 60.845 2061.734 -9.865 0 0 034 25 N19 430.238 2912.805 -10.261 0 0 035 25 N118 -471.167 1284.145 -6.576 0 0 036 25 COG (ft): X: 49.812 Y: 5.916 Z: 15.03237 26 N47 4.503 1086.37 1301.702 0 0 038 26 N48 .601 3334.929 6.387 0 0 039 26 N49 -.264 3325.325 -8.967 0 0 040 26 N50 5.889 1156.61 1031.91 0 0 041 26 N52 -.049 4052.637 -6.199 0 0 042 26 N51 -4.084 2691.382 1704.829 0 0 043 26 N53 -.26 2543.839 1083.663 0 0 044 26 N54 -1.996 3059.704 25.596 0 0 045 26 N55 93.388 1389.74 4.278 0 0 046 26 N19 22.375 1463.283 14.97 0 0 047 26 N118 -120.103 2523.766 38.633 0 0 048 26 COG (ft): X: 49.812 Y: 5.916 Z: 15.03249 27 N47 -15.212 35.819 -638.777 0 0 050 27 N48 -.327 3456.958 7.593 0 0 051 27 N49 1.59 3357.141 -11.888 0 0 052 27 N50 -18.512 589.037 -1029.307 0 0 053 27 N52 .384 3891.971 -12.071 0 0 054 27 N51 -20.093 3273.913 1002.621 0 0 055 27 N53 -3.13 3046.093 665.374 0 0 056 27 N54 -1782.042 -77.315 -21.237 0 0 0

RISA-3D Version 15.0.4 Page 4 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

3006

CHANNEL BEARING ON FOUNDATION

Company : Plump Engineering, Inc. July 10, 20171:42 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (By Combination) (Continued)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

57 27 N55 -1223.558 928.734 -3.048 0 0 058 27 N19 -881.786 3889.136 8.665 0 0 059 27 N118 -2057.315 4236.099 32.075 0 0 060 27 COG (ft): X: 49.812 Y: 5.916 Z: 15.03261 28 N47 15.38 1576.932 271.75 0 0 062 28 N48 .469 3327.564 3.573 0 0 063 28 N49 -1.497 3101.189 -11.099 0 0 064 28 N50 23.297 3241.506 231.223 0 0 065 28 N52 -.117 4170.743 -5.547 0 0 066 28 N51 16.04 1879.823 -72.816 0 0 067 28 N53 2.418 2310.727 -427.998 0 0 068 28 N54 1765.776 4437.594 17.428 0 0 069 28 N55 1377.792 2522.74 -2.539 0 0 070 28 N19 1334.399 486.952 -3.956 0 0 071 28 N118 1466.045 -428.187 -.018 0 0 072 28 COG (ft): X: 49.812 Y: 5.916 Z: 15.03273 29 N47 -2.599 636.379 -1085.251 0 0 074 29 N48 -.251 3427.07 5.095 0 0 075 29 N49 .235 3170.782 -13.028 0 0 076 29 N50 .27 2375.887 -1267.834 0 0 077 29 N52 .244 4018.437 -10.393 0 0 078 29 N51 -.777 2507.341 -287.91 0 0 079 29 N53 -.414 2760.114 -467.189 0 0 080 29 N54 -11.859 1646.119 -18.601 0 0 081 29 N55 67.238 1929.735 -7.087 0 0 082 29 N19 350.122 2628.078 -5.305 0 0 083 29 N118 -402.208 1527.642 2.305 0 0 084 29 COG (ft): X: 49.812 Y: 5.916 Z: 15.03285 30 N47 2.767 976.372 718.224 0 0 086 30 N48 .392 3357.452 6.071 0 0 087 30 N49 -.142 3287.548 -9.96 0 0 088 30 N50 4.516 1454.656 469.75 0 0 089 30 N52 .023 4044.277 -7.225 0 0 090 30 N51 -3.276 2646.394 1217.715 0 0 091 30 N53 -.298 2596.706 704.565 0 0 092 30 N54 -4.407 2714.161 14.792 0 0 093 30 N55 86.996 1521.739 1.5 0 0 094 30 N19 102.491 1748.01 10.014 0 0 095 30 N118 -189.062 2280.269 29.753 0 0 096 30 COG (ft): X: 49.812 Y: 5.916 Z: 15.032

RISA-3D Version 15.0.4 Page 5 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

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3012

D. Base Model Design

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S.1703116

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Company : Plump Engineering, Inc. July 10, 20171:35 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 LIFT LUG 1"x5.63" Beam RECT A992 Typical 5.63 .469 14.871 1.6672 LIFTING MEM... W8x15 Beam Wide Flange A992 Typical 4.44 3.41 48 .1373 BASE TUBE HSS8x3x4 Beam SquareTube A500 Gr.B R... Typical 4.77 7.49 35.5 20.84 TUBE HSS3x3x2 Column SquareTube A500 Gr.B R... Typical 1.3 1.78 1.78 2.845 Door Frame HSS5x3x2 Column SquareTube A500 Gr.B R... Typical 1.77 2.75 6.03 6.02

RISA-3D Version 15.0.4 Page 1 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

4002

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:35 PMS.1703116 - Table Mountain.r3d

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WALL

BASE TUBE

BASE TUBEWA

LL

WA

LL

BASE TUBE

WALL

WALL

BASE TUBE

BASE TUBE

BASE TUBE

WA

LL

BASE TUBE

WALL

WA

LL

BASE TUBE

WA

LL

BASE TUBE

WA

LL

WA

LL

WALL

WALL

BASE TUBE

BASE TUBE

WALLWALL

BASE TUBE

WA

LL

BASE TUBE

BASE TUBE

BASE TUBE

WALL

WA

LL

WALL

WA

LL

WA

LL

WALL

WA

LL

WALL

WALLWALL

Y

XZ

Section Sets

LIFT LUGBASE TUBETUBEDoor FrameBEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8WALLLIFTING STRAP

4003

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:35 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

Y

XZ

4004

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

-150lb/ft

-150lb/ft

-150lb/ft

-150lb/ft

-225lb/ft

-60lb/ft

-225lb/ft

-60lb/ft

Y

XZ

Loads: BLC 1, DL

4005

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

-110lb/ft

-110lb/ft

-110lb/ft

-110lb/ft

-110lb/ft

Y

XZ

Loads: BLC 2, LL

4006

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

-225lb/ft

-60lb/ft

-225lb/ft

-60lb/ft

Y

XZ

Loads: BLC 3, RLL

4007

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

142lb/ft

142lb/ft

Y

XZ

Loads: BLC 4, ELX

4008

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

64lb/ft

64lb/ft

Y

XZ

Loads: BLC 5, ELZ

4009

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

125lb/ft

125lb/ft

Y

XZ

Loads: BLC 6, WLX

4010

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:36 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 M1

M4

M1M1

M4

M7

M11

2M4

M1

M14

M8

M4

M76

M1

M6

M1

M8

M2

M4

M13

M8M

77

M2

M9

M4

M6

M4

M8

M2

M4

M78

M58

M4

M6

M10

M3

M2

M3

M11

7

M3

M6

M5

M3

M15

M2

M67

M16

M10

M6

M3

M2

M12M12

M3

M17

M2

M3M3

M12

M57

M10

M11

0

M11

1

M12

M11

M10

M12M12

34lb/ft

34lb/ft

Y

XZ

Loads: BLC 7, WLZ

4011

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 1:37 PMS.1703116 - Table Mountain.r3d

N1

N2

N3

N4

N5

N6

N7

N8

N9

N10

N11

N12

N13

N14

N15

N16

N17

N18

N19

N47

N48

N49

N50

N51

N52

N53

N54

N55

N74

N75

N76

N77

N94

N95

N110

N111

N112

N113

N114

N115

N118

N148

N149

N150

N151

N168

N169

N178

N179 .11

.18

.11.11

.18

NC

NC

.18

.11

NC

NC

.18

NC

.11

NC

.11

NC

.25

.18

NC

NCN

C

.25

NC

.18

NC

.18

NC

.25

.18

NC

NC

.18

NC

NC

.09

.25

.09

NC

.09

NC

NC

.09

NC

.25

NC

NC

NC

NC

.09

.25

NCNC

.09

NC

.25

.09.09

NC

NC

NC

NC

NC

NC

NC

NC

NCNC

Y

XZ

Code Check( Env )

No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50

Member Code Checks Displayed (Enveloped)Envelope Only Solution

4012

Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

597YesYesYesYes144.120.50%YesYes332.2244YXZSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum Code

AISC 14th(360-10): ASDYes(Iterative)AISC 14th(360-10): ASDAISI S100-12: ASDAWC NDS-12: ASD< 100FACI 318-11ACI 530-13: ASDAA ADM1-10: ASD - Building

Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

RISA-3D Version 15.0.4 Page 2 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

4013

Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Footing Overturning Safety FactorOptimize for OTM/SlidingCheck Concrete BearingFooting Concrete Weight (k/ft^3)Footing Concrete f'c (ksi)Footing Concrete Ec (ksi)LambdaFooting Steel fy (ksi)Minimum SteelMaximum SteelFooting Top BarFooting Top Bar Cover (in)Footing Bottom BarFooting Bottom Bar Cover (in)Pedestal BarPedestal Bar Cover (in)Pedestal Ties

1NoNo.145436441600.00180.0075#61.5#63#61.5#4

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface(...

1 DL DL -1 362 LL LL 103 RLL RLL 244 ELX ELX 25 ELZ ELZ 26 WLX WLX 27 WLZ WLZ 2

RISA-3D Version 15.0.4 Page 3 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

4014

Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Solve P...... BLC Fa... BLC Fa...BLC F...BLC Fa... BLCF... BLC Fa...BLC Fa...BLC Fa... BLC Fa... ... ...

1 DL Yes DL 12 DL+LL Yes DL 1 LL 13 DL+RLL Yes DL 1 RLL 14 DL+0.75LL+0.75RLL Yes DL 1 LL .75 RLL .755 DL+ELX Yes DL 1 ELX 16 DL+ELZ Yes DL 1 ELZ 17 0.6DL+ELX Yes DL .6 ELX 18 0.6DL+ELZ Yes DL .6 ELZ 19 DL+WLX Yes DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL Yes DL 1 LL .75 RLL .75 W... .7511 DL+WLZ Yes DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL Yes DL 1 LL .75 RLL .75 W... .7513 0.6DL+WLX Yes DL .6 W... 114 0.6DL+WLZ Yes DL .6 W... 115 DL DL 116 LL LL 117 RLL RLL 118 ELX ELX 1.419 ELZ ELZ 1.420 WLX W... 1.621 WLZ W... 1.622 1.25DL +1.25LL DL 1.25 LL 1.2523 .9DL+1.4ELX DL .9 ELX 1.424 .9DL-1.4ELX DL .9 ELX -1.425 .9DL+1.4ELX DL .9 ELZ 1.426 .9DL-1.4ELX DL .9 ELZ-1.427 .9DL+1.6WLX DL .9 W... 1.628 .9DL-1.6WLX DL .9 W... -1.629 .9DL+1.6WLZ DL .9 W... 1.630 .9DL-1.6WLZ DL .9 W... -1.6

Member Distributed Loads (BLC 1 : DL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M4 Y -150 -150 0 02 M1 Y -150 -150 0 03 M2 Y -150 -150 0 04 M3 Y -150 -150 0 05 M6 Y -225 -225 0 06 M10 Y -225 -225 0 07 M8 Y -60 -60 0 08 M12 Y -60 -60 0 09 M18 Y -150 -150 0 010 M19 Y -150 -150 0 011 M20 Y -150 -150 0 012 M21 Y -150 -150 0 013 M23 Y -225 -225 0 014 M25 Y -60 -60 0 015 M27 Y -225 -225 0 016 M29 Y -60 -60 0 017 M46 Y -225 -225 0 018 M48 Y -60 -60 0 019 M50 Y -225 -225 0 020 M52 Y -60 -60 0 021 M80 Y -60 -60 0 0

RISA-3D Version 15.0.4 Page 4 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

4015

Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 1 : DL) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

22 M81 Y -60 -60 0 023 M82 Y -60 -60 0 024 M83 Y -60 -60 0 025 M84 Y -60 -60 0 026 M85 Y -60 -60 0 027 M86 Y -60 -60 0 028 M87 Y -60 -60 0 029 M88 Y -60 -60 0 030 M89 Y -60 -60 0 031 M90 Y -60 -60 0 032 M91 Y -60 -60 0 033 M92 Y -60 -60 0 034 M93 Y -60 -60 0 035 M94 Y -60 -60 0 036 M95 Y -60 -60 0 0

Member Distributed Loads (BLC 2 : LL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M19 Y -110 -110 12 16.52 M2 Y -110 -110 12 16.53 M3 Y -110 -110 .5 2.254 M3 Y -110 -110 12.75 14.55 M20 Y -110 -110 .5 2.256 M20 Y -110 -110 12.75 14.57 M1 Y -110 -110 2.75 6.258 M18 Y -110 -110 2.75 6.259 M4 Y -110 -110 0 3.510 M21 Y -110 -110 0 3.5

Member Distributed Loads (BLC 3 : RLL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Y -225 -225 0 02 M10 Y -225 -225 0 03 M12 Y -60 -60 0 04 M8 Y -60 -60 0 05 M46 Y -225 -225 0 06 M48 Y -60 -60 0 07 M50 Y -225 -225 0 08 M52 Y -60 -60 0 09 M80 Y -60 -60 0 010 M81 Y -60 -60 0 011 M82 Y -60 -60 0 012 M83 Y -60 -60 0 013 M84 Y -60 -60 0 014 M85 Y -60 -60 0 015 M86 Y -60 -60 0 016 M87 Y -60 -60 0 017 M88 Y -60 -60 0 018 M89 Y -60 -60 0 019 M90 Y -60 -60 0 020 M91 Y -60 -60 0 021 M92 Y -60 -60 0 022 M93 Y -60 -60 0 023 M94 Y -60 -60 0 024 M95 Y -60 -60 0 0

RISA-3D Version 15.0.4 Page 5 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

4016

Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 4 : ELX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 142 142 0 02 M12 X 142 142 0 0

Member Distributed Loads (BLC 5 : ELZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 64 64 0 02 M10 Z 64 64 0 0

Member Distributed Loads (BLC 6 : WLX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 125 125 0 02 M12 X 125 125 0 0

Member Distributed Loads (BLC 7 : WLZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 34 34 0 02 M10 Z 34 34 0 0

Member AISC 14th(360-10): ASD Steel Code ChecksLC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

1 1 M1 HSS8x3x4 .074 1.563 .024 1.563 y 34747.029 131389.... 12.345 26.397 2.12 H1-1b2 1 M2 HSS8x3x4 .157 13.896 .047 14.198 y 9296.173 131389.... 12.345 26.397 1.545 H1-1b3 1 M3 HSS8x3x4 .057 2.969 .029 2.969 y 34747.029 131389.... 12.345 26.397 1.657 H1-1b4 1 M4 HSS8x3x4 .114 19.333 .038 19.635 y 9296.173 131389.... 12.345 26.397 1.513 H1-1b5 2 M1 HSS8x3x4 .086 1.563 .028 1.563 y 34747.029 131389.... 12.345 26.397 2.129 H1-1b6 2 M2 HSS8x3x4 .163 13.896 .051 14.198 y 9296.173 131389.... 12.345 26.397 1.567 H1-1b7 2 M3 HSS8x3x4 .060 2.969 .032 2.969 y 34747.029 131389.... 12.345 26.397 1.687 H1-1b8 2 M4 HSS8x3x4 .114 19.333 .038 19.635 y 9296.173 131389.... 12.345 26.397 1.521 H1-1b9 3 M1 HSS8x3x4 .101 1.563 .033 1.406 y 34747.029 131389.... 12.345 26.397 2.354 H1-1b10 3 M2 HSS8x3x4 .249 13.896 .078 14.198 y 9296.173 131389.... 12.345 26.397 1.519 H1-1b11 3 M3 HSS8x3x4 .078 2.969 .042 2.969 y 34747.029 131389.... 12.345 26.397 1.646 H1-1b12 3 M4 HSS8x3x4 .184 19.333 .062 19.635 y 9296.173 131389.... 12.345 26.397 1.403 H1-1b13 4 M1 HSS8x3x4 .104 1.563 .034 1.563 y 34747.029 131389.... 12.345 26.397 2.292 H1-1b14 4 M2 HSS8x3x4 .231 13.896 .073 14.198 y 9296.173 131389.... 12.345 26.397 1.535 H1-1b15 4 M3 HSS8x3x4 .075 2.969 .041 2.969 y 34747.029 131389.... 12.345 26.397 1.666 H1-1b16 4 M4 HSS8x3x4 .167 19.333 .056 19.635 y 9296.173 131389.... 12.345 26.397 1.424 H1-1b17 5 M1 HSS8x3x4 .105 13.594 .041 13.594 y 34747.029 131389.... 12.345 26.397 2.377 H1-1b18 5 M2 HSS8x3x4 .151 13.896 .046 14.198 y 9296.173 131389.... 12.345 26.397 1.498 H1-1b19 5 M3 HSS8x3x4 .089 2.969 .048 2.969 y 34747.029 131389.... 12.345 26.397 2.16 H1-1b20 5 M4 HSS8x3x4 .116 19.333 .039 19.635 y 9296.173 131389.... 12.345 26.397 1.525 H1-1b21 6 M1 HSS8x3x4 .063 1.406 .021 1.563 y 34747.029 131389.... 12.345 26.397 1.805 H1-1b22 6 M2 HSS8x3x4 .156 13.896 .047 14.198 y 9296.173 131389.... 12.345 26.397 1.523 H1-1b23 6 M3 HSS8x3x4 .071 2.969 .038 2.969 y 34747.029 131389.... 12.345 26.397 1.796 H1-1b24 6 M4 HSS8x3x4 .136 27.188 .039 19.635 y 9296.173 131389.... 12.345 26.397 1.541 H1-1b*25 7 M1 HSS8x3x4 .078 13.594 .034 13.594 y 34747.029 131389.... 12.345 26.397 2.433 H1-1b26 7 M2 HSS8x3x4 .091 2.115 .027 14.198 y 9296.173 131389.... 12.345 26.397 1.496 H1-1b27 7 M3 HSS8x3x4 .068 2.969 .037 2.969 y 34747.029 131389.... 12.345 26.397 2.222 H1-1b28 7 M4 HSS8x3x4 .071 19.333 .024 19.635 y 9296.173 131389.... 12.345 26.397 1.534 H1-1b29 8 M1 HSS8x3x4 .035 13.594 .011 1.563 y 34747.029 131389.... 12.345 26.397 1.639 H1-1b30 8 M2 HSS8x3x4 .102 1.813 .029 14.198 y 9296.173 131389.... 12.345 26.397 1.508 H1-1b31 8 M3 HSS8x3x4 .048 2.969 .026 2.969 y 34747.029 131389.... 12.345 26.397 1.874 H1-1b32 8 M4 HSS8x3x4 .127 27.188 .024 19.635 y 9296.173 131389.... 12.345 26.397 1.56 H1-1b*33 9 M1 HSS8x3x4 .100 13.594 .038 13.594 y 34747.029 131389.... 12.345 26.397 2.365 H1-1b34 9 M2 HSS8x3x4 .152 13.896 .046 14.198 y 9296.173 131389.... 12.345 26.397 1.504 H1-1b

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member AISC 14th(360-10): ASD Steel Code Checks (Continued)LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

35 9 M3 HSS8x3x4 .084 2.969 .045 2.969 y 34747.029 131389.... 12.345 26.397 2.11 H1-1b36 9 M4 HSS8x3x4 .116 19.333 .039 19.635 y 9296.173 131389.... 12.345 26.397 1.524 H1-1b37 10 M1 HSS8x3x4 .113 13.594 .042 13.594 y 34747.029 131389.... 12.345 26.397 2.311 H1-1b38 10 M2 HSS8x3x4 .227 13.896 .072 14.198 y 9296.173 131389.... 12.345 26.397 1.514 H1-1b39 10 M3 HSS8x3x4 .092 2.969 .052 2.969 y 34747.029 131389.... 12.345 26.397 1.949 H1-1b40 10 M4 HSS8x3x4 .169 19.333 .057 19.635 y 9296.173 131389.... 12.345 26.397 1.43 H1-1b41 11 M1 HSS8x3x4 .068 1.563 .022 1.563 y 34747.029 131389.... 12.345 26.397 1.951 H1-1b42 11 M2 HSS8x3x4 .156 13.896 .047 14.198 y 9296.173 131389.... 12.345 26.397 1.533 H1-1b43 11 M3 HSS8x3x4 .064 2.969 .033 2.969 y 34747.029 131389.... 12.345 26.397 1.735 H1-1b44 11 M4 HSS8x3x4 .115 19.333 .038 19.635 y 9296.173 131389.... 12.345 26.397 1.528 H1-1b45 12 M1 HSS8x3x4 .100 1.563 .033 1.563 y 34747.029 131389.... 12.345 26.397 2.195 H1-1b46 12 M2 HSS8x3x4 .230 13.896 .073 14.198 y 9296.173 131389.... 12.345 26.397 1.529 H1-1b47 12 M3 HSS8x3x4 .080 2.969 .045 2.969 y 34747.029 131389.... 12.345 26.397 1.712 H1-1b48 12 M4 HSS8x3x4 .168 19.333 .056 19.635 y 9296.173 131389.... 12.345 26.397 1.431 H1-1b49 13 M1 HSS8x3x4 .073 13.594 .031 13.594 y 34747.029 131389.... 12.345 26.397 2.419 H1-1b50 13 M2 HSS8x3x4 .089 2.115 .027 14.198 y 9296.173 131389.... 12.345 26.397 1.476 H1-1b51 13 M3 HSS8x3x4 .063 2.969 .034 2.969 y 34747.029 131389.... 12.345 26.397 2.232 H1-1b52 13 M4 HSS8x3x4 .071 19.333 .024 19.635 y 9296.173 131389.... 12.345 26.397 1.531 H1-1b53 14 M1 HSS8x3x4 .039 1.406 .013 1.563 y 34747.029 131389.... 12.345 26.397 1.839 H1-1b54 14 M2 HSS8x3x4 .094 13.896 .028 14.198 y 9296.173 131389.... 12.345 26.397 1.525 H1-1b55 14 M3 HSS8x3x4 .041 2.969 .022 2.969 y 34747.029 131389.... 12.345 26.397 1.782 H1-1b56 14 M4 HSS8x3x4 .074 27.188 .023 19.635 y 9296.173 131389.... 12.345 26.397 1.538 H1-1b*

Member Section ForcesLC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1 1 M1 1 32.781 -900.385 3.792 .016 -.006 .4722 2 3 626.055 .444 .016 .001 -.1793 3 -8.619 4.48 -.521 .016 0 -1.3574 4 -8.619 -623.483 -.521 .016 -.002 -.1975 5 -316.707 688.641 13.293 .016 .014 .5846 1 M2 1 -513.591 -806.745 -2.442 .008 .005 1.4977 2 2.967 842.379 -.191 .008 -.001 -3.2858 3 -12.594 2571.142 -.053 .008 0 3.0139 4 3.436 -664.365 -.111 .008 0 .39710 5 147.309 -425.505 -.273 .008 0 .22911 1 M3 1 244.386 -99.475 2.648 .011 -.004 -.62112 2 .665 736.173 -.149 .011 .001 .86113 3 .665 108.21 -.149 .011 0 -.72214 4 -.715 -659.13 -.443 .011 -.002 .54915 5 -87.88 -42.71 -2.132 .011 .002 -.28916 1 M4 1 -437.632 -478.528 -2.554 0 .004 .13917 2 -13.361 -1608.366 -.163 0 0 -.91218 3 -.59 -792.422 -.133 0 0 -2.7919 4 -5.613 1762.695 -.055 0 0 -1.12420 5 206.31 -243.366 .062 0 0 .94321 1 M5 1 85.351 -.695 -4.761 0 0 022 2 85.351 -.695 -4.761 0 -.012 .00223 3 85.351 -.695 -4.761 0 -.024 .00324 4 85.351 -.695 -4.761 0 -.036 .00525 5 85.351 -.695 -4.761 0 -.048 .00726 1 M6 1 51.314 429.525 -.023 .004 0 .2527 2 70.422 842.13 .245 .002 0 .98828 3 70.422 -789.12 .245 .001 .001 .79629 4 69.242 -862.416 .267 .001 .002 1.12430 5 61.223 -805.695 .244 .001 .003 .971

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

31 1 M7 1 294.493 .433 3.259 0 0 032 2 294.493 .433 3.259 0 .008 -.00133 3 294.493 .433 3.259 0 .016 -.00234 4 294.493 .433 3.259 0 .024 -.00335 5 294.493 .433 3.259 0 .033 -.00436 1 M8 1 28.027 209.258 -3.001 .012 .009 .46537 2 48.771 252.232 -1.77 0 0 .06438 3 60.39 20.844 -.805 -.01 -.003 -.33639 4 60.39 -204.156 -.805 -.01 -.006 .00840 5 39.995 -253.737 3.191 -.05 0 .55341 1 M9 1 611.128 -1.994 10.593 0 0 042 2 611.128 -1.994 10.593 0 .026 .00543 3 611.128 -1.994 10.593 0 .053 .0144 4 611.128 -1.994 10.593 0 .079 .01545 5 611.128 -1.994 10.593 0 .106 .0246 1 M10 1 112.158 1018.966 .365 -.003 -.001 1.66947 2 112.158 -612.284 .365 -.003 .001 .19548 3 117.932 -707.073 .078 0 0 .36249 4 101.901 -316.879 .137 0 .001 -.38350 5 89.904 -425.04 .695 -.006 .005 .21951 1 M11 1 -226.736 2.176 -.112 0 0 052 2 -226.736 2.176 -.112 0 0 -.00553 3 -226.736 2.176 -.112 0 0 -.01154 4 -226.736 2.176 -.112 0 0 -.01655 5 -226.736 2.176 -.112 0 -.001 -.02256 1 M12 1 -60.572 -568.883 -1.387 0 .005 -.58557 2 -68.302 173.665 -1.206 -.002 .002 .13758 3 -68.302 -51.335 -1.206 -.002 -.003 -.09259 4 -66.922 -136.958 -.912 -.005 -.005 .03660 5 -65.443 311.144 3.88 -.053 -.005 -.27861 1 M13 1 175.419 20.395 3.995 0 0 062 2 175.419 20.395 3.995 0 .01 -.05163 3 175.419 20.395 3.995 0 .02 -.10264 4 175.419 20.395 3.995 0 .03 -.15365 5 175.419 20.395 3.995 0 .04 -.20466 1 M14 1 -6.388 -11.619 .965 .001 0 067 2 -6.388 -11.619 .965 .001 .002 .02968 3 -6.388 -11.619 .965 .001 .005 .05869 4 -6.388 -11.619 .965 .001 .007 .08770 5 -6.388 -11.619 .965 .001 .01 .11671 1 M15 1 166.857 2.27 -3.347 0 0 072 2 166.857 2.27 -3.347 0 -.008 -.00673 3 166.857 2.27 -3.347 0 -.017 -.01174 4 166.857 2.27 -3.347 0 -.025 -.01775 5 166.857 2.27 -3.347 0 -.033 -.02376 1 M16 1 506.245 -.791 -1.446 0 0 077 2 506.245 -.791 -1.446 0 -.004 .00278 3 506.245 -.791 -1.446 0 -.007 .00479 4 506.245 -.791 -1.446 0 -.011 .00680 5 506.245 -.791 -1.446 0 -.014 .00881 1 M17 1 139.377 1.379 -.294 0 0 082 2 139.377 1.379 -.294 0 0 -.00383 3 139.377 1.379 -.294 0 -.001 -.00784 4 139.377 1.379 -.294 0 -.002 -.0185 5 139.377 1.379 -.294 0 -.003 -.01486 1 M57 1 1523.089 .558 -11.997 0 0 087 2 1523.089 .558 -11.997 0 -.03 -.001

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

88 3 1523.089 .558 -11.997 0 -.06 -.00389 4 1523.089 .558 -11.997 0 -.09 -.00490 5 1523.089 .558 -11.997 0 -.12 -.00691 1 M58 1 1536.461 -.287 5.774 0 0 092 2 1536.461 -.287 5.774 0 .014 093 3 1536.461 -.287 5.774 0 .029 .00194 4 1536.461 -.287 5.774 0 .043 .00295 5 1536.461 -.287 5.774 0 .058 .00396 1 M67 1 2021.445 .059 -16.03 0 0 097 2 2021.445 .059 -16.03 0 -.04 098 3 2021.445 .059 -16.03 0 -.08 099 4 2021.445 .059 -16.03 0 -.12 0100 5 2021.445 .059 -16.03 0 -.16 0101 1 M76 1 1687.971 .023 8.019 0 0 0102 2 1687.971 .023 8.019 0 .02 0103 3 1687.971 .023 8.019 0 .04 0104 4 1687.971 .023 8.019 0 .06 0105 5 1687.971 .023 8.019 0 .08 0106 1 M77 1 1557.955 -.022 1.18 0 0 0107 2 1557.955 -.022 1.18 0 .003 0108 3 1557.955 -.022 1.18 0 .006 0109 4 1557.955 -.022 1.18 0 .009 0110 5 1557.955 -.022 1.18 0 .012 0111 1 M78 1 1459.558 -.059 -19.079 0 0 0112 2 1459.558 -.059 -19.079 0 -.048 0113 3 1459.558 -.059 -19.079 0 -.095 0114 4 1459.558 -.059 -19.079 0 -.143 0115 5 1459.558 -.059 -19.079 0 -.191 0116 1 M110 1 625.927 -1.658 -.089 .001 0 0117 2 625.927 -1.658 -.089 .001 0 .004118 3 625.927 -1.658 -.089 .001 0 .008119 4 625.927 -1.658 -.089 .001 0 .012120 5 625.927 -1.658 -.089 .001 0 .017121 1 M111 1 341.621 -6.072 -.092 0 0 0122 2 341.621 -6.072 -.092 0 0 .015123 3 341.621 -6.072 -.092 0 0 .03124 4 341.621 -6.072 -.092 0 0 .046125 5 341.621 -6.072 -.092 0 0 .061126 1 M112 1 267.974 -20.745 1.231 .002 0 0127 2 267.974 -20.745 1.231 .002 .003 .052128 3 267.974 -20.745 1.231 .002 .006 .104129 4 267.974 -20.745 1.231 .002 .009 .156130 5 267.974 -20.745 1.231 .002 .012 .207131 1 M117 1 584.297 -.208 -.03 0 0 0132 2 584.297 -.208 -.03 0 0 0133 3 584.297 -.208 -.03 0 0 .001134 4 584.297 -.208 -.03 0 0 .002135 5 584.297 -.208 -.03 0 0 .002136 2 M1 1 7.361 -1021.555 4.123 .018 -.006 .642137 2 2.716 797.217 .364 .018 0 -.348138 3 -9.655 -54.491 -.458 .018 0 -1.536139 4 -9.655 -682.454 -.458 .018 -.002 -.154140 5 -341.687 742.522 13.041 .018 .014 .669141 2 M2 1 -508.872 -789.062 -2.472 .009 .005 1.513142 2 3.068 841.1 -.229 .009 -.001 -3.297143 3 -12.957 2766.36 -.059 .009 0 3.104144 4 3.535 -686.701 -.116 .009 0 .433

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

145 5 146.94 -407.679 -.292 .009 0 .19146 2 M3 1 254.221 -35.268 2.897 .012 -.004 -.697147 2 .776 743.4 -.109 .012 .001 .935148 3 .776 115.437 -.109 .012 0 -.676149 4 -.835 -658.936 -.489 .012 -.002 .594150 5 -74.786 -115.375 -2.809 .012 .001 -.336151 2 M4 1 -431.894 -504.654 -2.305 -.002 .004 .053152 2 -13.522 -1599.091 -.203 -.002 0 -.901153 3 -.434 -796.708 -.111 -.002 0 -2.793154 4 -5.818 1770.638 -.149 -.002 0 -1.124155 5 205.63 -307.502 .139 -.002 0 .989156 2 M5 1 61.33 -.839 -5.656 -.001 0 0157 2 61.33 -.839 -5.656 -.001 -.014 .002158 3 61.33 -.839 -5.656 -.001 -.028 .004159 4 61.33 -.839 -5.656 -.001 -.042 .006160 5 61.33 -.839 -5.656 -.001 -.057 .008161 2 M6 1 48.587 400.26 -.042 .004 0 .185162 2 67.403 841.446 .275 .002 0 .985163 3 67.403 -789.804 .275 .001 .001 .798164 4 66.536 -860.238 .28 .003 .002 1.113165 5 58.225 -811.321 .134 .003 .003 .999166 2 M7 1 326.069 1.163 2.073 0 0 0167 2 326.069 1.163 2.073 0 .005 -.003168 3 326.069 1.163 2.073 0 .01 -.006169 4 326.069 1.163 2.073 0 .016 -.009170 5 326.069 1.163 2.073 0 .021 -.012171 2 M8 1 42.909 278.558 -2.528 .007 .008 .626172 2 68.192 279.043 -1.691 -.001 .001 .049173 3 80.563 2.788 -.87 -.01 -.003 -.389174 4 80.563 -222.212 -.87 -.01 -.006 .023175 5 57.37 -281.254 2.931 -.048 0 .631176 2 M9 1 626.625 -2.474 10.126 -.001 0 0177 2 626.625 -2.474 10.126 -.001 .025 .006178 3 626.625 -2.474 10.126 -.001 .051 .012179 4 626.625 -2.474 10.126 -.001 .076 .019180 5 626.625 -2.474 10.126 -.001 .101 .025181 2 M10 1 110.983 1021.039 .419 -.004 -.002 1.68182 2 110.983 -610.211 .419 -.004 .001 .191183 3 116.952 -707.232 .059 0 0 .359184 4 100.46 -319.484 .116 0 .001 -.374185 5 88.939 -414.674 .737 -.007 .005 .187186 2 M11 1 -249.995 2.446 -.568 0 0 0187 2 -249.995 2.446 -.568 0 -.001 -.006188 3 -249.995 2.446 -.568 0 -.003 -.012189 4 -249.995 2.446 -.568 0 -.004 -.018190 5 -249.995 2.446 -.568 0 -.006 -.024191 2 M12 1 -67.041 -615.391 -1.846 .004 .005 -.657192 2 -77.302 171.615 -1.248 -.002 .002 .147193 3 -77.302 -53.385 -1.248 -.002 -.003 -.075194 4 -75.691 -131.975 -.868 -.006 -.006 .038195 5 -72.499 329.209 4.843 -.063 -.004 -.321196 2 M13 1 165.959 23.193 3.801 0 0 0197 2 165.959 23.193 3.801 0 .01 -.058198 3 165.959 23.193 3.801 0 .019 -.116199 4 165.959 23.193 3.801 0 .029 -.174200 5 165.959 23.193 3.801 0 .038 -.232201 2 M14 1 -51.255 -12.371 .822 .001 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

202 2 -51.255 -12.371 .822 .001 .002 .031203 3 -51.255 -12.371 .822 .001 .004 .062204 4 -51.255 -12.371 .822 .001 .006 .093205 5 -51.255 -12.371 .822 .001 .008 .124206 2 M15 1 160.077 2.702 -3.98 0 0 0207 2 160.077 2.702 -3.98 0 -.01 -.007208 3 160.077 2.702 -3.98 0 -.02 -.014209 4 160.077 2.702 -3.98 0 -.03 -.02210 5 160.077 2.702 -3.98 0 -.04 -.027211 2 M16 1 526.107 .49 -1.73 0 0 0212 2 526.107 .49 -1.73 0 -.004 -.001213 3 526.107 .49 -1.73 0 -.009 -.002214 4 526.107 .49 -1.73 0 -.013 -.004215 5 526.107 .49 -1.73 0 -.017 -.005216 2 M17 1 146.41 1.611 -.38 0 0 0217 2 146.41 1.611 -.38 0 0 -.004218 3 146.41 1.611 -.38 0 -.002 -.008219 4 146.41 1.611 -.38 0 -.003 -.012220 5 146.41 1.611 -.38 0 -.004 -.016221 2 M57 1 1536.06 .621 -11.521 0 0 0222 2 1536.06 .621 -11.521 0 -.029 -.002223 3 1536.06 .621 -11.521 0 -.058 -.003224 4 1536.06 .621 -11.521 0 -.086 -.005225 5 1536.06 .621 -11.521 0 -.115 -.006226 2 M58 1 1534.229 -.36 5.97 -.001 0 0227 2 1534.229 -.36 5.97 -.001 .015 0228 3 1534.229 -.36 5.97 -.001 .03 .002229 4 1534.229 -.36 5.97 -.001 .045 .003230 5 1534.229 -.36 5.97 -.001 .06 .004231 2 M67 1 2018.999 .058 -16.492 0 0 0232 2 2018.999 .058 -16.492 0 -.041 0233 3 2018.999 .058 -16.492 0 -.082 0234 4 2018.999 .058 -16.492 0 -.124 0235 5 2018.999 .058 -16.492 0 -.165 0236 2 M76 1 1680.167 .147 8.311 0 0 0237 2 1680.167 .147 8.311 0 .021 0238 3 1680.167 .147 8.311 0 .042 0239 4 1680.167 .147 8.311 0 .062 -.001240 5 1680.167 .147 8.311 0 .083 -.001241 2 M77 1 1560.815 -.005 .867 0 0 0242 2 1560.815 -.005 .867 0 .002 0243 3 1560.815 -.005 .867 0 .004 0244 4 1560.815 -.005 .867 0 .007 0245 5 1560.815 -.005 .867 0 .009 0246 2 M78 1 1450.066 -.068 -19.499 0 0 0247 2 1450.066 -.068 -19.499 0 -.049 0248 3 1450.066 -.068 -19.499 0 -.097 0249 4 1450.066 -.068 -19.499 0 -.146 0250 5 1450.066 -.068 -19.499 0 -.195 0251 2 M110 1 661.292 -3.245 -.224 .001 0 0252 2 661.292 -3.245 -.224 .001 0 .008253 3 661.292 -3.245 -.224 .001 -.001 .016254 4 661.292 -3.245 -.224 .001 -.002 .024255 5 661.292 -3.245 -.224 .001 -.002 .032256 2 M111 1 350.714 -7.016 -.375 0 0 0257 2 350.714 -7.016 -.375 0 0 .018258 3 350.714 -7.016 -.375 0 -.002 .035

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

259 4 350.714 -7.016 -.375 0 -.003 .053260 5 350.714 -7.016 -.375 0 -.004 .07261 2 M112 1 225.485 -25.283 .837 .001 0 0262 2 225.485 -25.283 .837 .001 .002 .063263 3 225.485 -25.283 .837 .001 .004 .126264 4 225.485 -25.283 .837 .001 .006 .19265 5 225.485 -25.283 .837 .001 .008 .253266 2 M117 1 622.371 -.249 .683 0 0 0267 2 622.371 -.249 .683 0 .002 0268 3 622.371 -.249 .683 0 .003 .001269 4 622.371 -.249 .683 0 .005 .002270 5 622.371 -.249 .683 0 .007 .002271 3 M1 1 136.525 -1516.232 4.007 .027 -.009 .308272 2 5.27 763.924 1.296 .027 .002 -.174273 3 -10.721 -68.487 -1.157 .027 .002 -1.609274 4 -10.721 -696.45 -1.157 .027 -.003 -.175275 5 -430.374 1216.189 23.436 .027 .022 .421276 3 M2 1 -862.196 -1282.51 -4.331 .009 .008 2.652277 2 4.437 1664.166 -.028 .009 -.001 -5.493278 3 -19.163 4293.321 .035 .009 0 4.671279 4 5.228 -897.302 -.152 .009 0 .812280 5 219.948 -520.241 -.412 .009 -.001 .383281 3 M3 1 395.734 -151.022 5.489 .017 -.008 -1.02282 2 1.146 896.492 -.134 .017 .002 1.257283 3 1.146 268.529 -.134 .017 .001 -.927284 4 -1.232 -777.249 -.801 .017 -.003 .742285 5 -147.624 -93.47 -4.757 .017 .002 -.47286 3 M4 1 -737.019 -935.719 -4.627 .004 .007 .21287 2 -24.971 -2835.924 -.27 .004 0 -1.748288 3 -1.782 -1601.503 -.301 .004 0 -4.835289 4 -7.859 3128.668 .344 .004 0 -2.197290 5 317.584 -330.589 .072 .004 0 1.72291 3 M5 1 179.5 -1.218 -9.189 -.002 0 0292 2 179.5 -1.218 -9.189 -.002 -.023 .003293 3 179.5 -1.218 -9.189 -.002 -.046 .006294 4 179.5 -1.218 -9.189 -.002 -.069 .009295 5 179.5 -1.218 -9.189 -.002 -.092 .012296 3 M6 1 92.173 816.565 -.243 .007 .003 .421297 2 127.078 1656.833 .267 .003 0 1.882298 3 127.078 -1605.667 .267 .002 .001 1.697299 4 123.514 -1707.09 .4 -.005 .003 2.211300 5 112.287 -1596.516 .94 -.005 .009 1.847301 3 M7 1 527.853 -2.583 10.926 .001 0 0302 2 527.853 -2.583 10.926 .001 .027 .006303 3 527.853 -2.583 10.926 .001 .055 .013304 4 527.853 -2.583 10.926 .001 .082 .019305 5 527.853 -2.583 10.926 .001 .109 .026306 3 M8 1 -25.729 195.001 -7.365 .044 .02 .343307 2 -3.838 346.793 -3.451 .005 0 .123308 3 12.154 101.241 -.999 -.019 -.008 -.426309 4 12.154 -348.759 -.999 -.019 -.012 .038310 5 -11.106 -181.276 7.718 -.107 .005 .413311 3 M9 1 1010.455 -.105 22.93 -.002 0 0312 2 1010.455 -.105 22.93 -.002 .057 0313 3 1010.455 -.105 22.93 -.002 .115 0314 4 1010.455 -.105 22.93 -.002 .172 0315 5 1010.455 -.105 22.93 -.002 .229 .001

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

316 3 M10 1 199.086 1960.259 .129 .002 0 3.014317 2 199.086 -1302.241 .129 .002 .001 .629318 3 207.719 -1362.214 .18 .001 .001 .632319 4 183.328 -648.154 .366 0 .002 -.775320 5 158.776 -839.057 1.325 -.01 .009 .403321 3 M11 1 -307.683 3.637 -2.01 .001 0 0322 2 -307.683 3.637 -2.01 .001 -.005 -.009323 3 -307.683 3.637 -2.01 .001 -.01 -.018324 4 -307.683 3.637 -2.01 .001 -.015 -.027325 5 -307.683 3.637 -2.01 .001 -.02 -.036326 3 M12 1 -104.053 -924.79 -3.977 .017 .008 -.964327 2 -118.124 275.549 -2.048 -.002 .002 .179328 3 -118.124 -174.451 -2.048 -.002 -.006 -.011329 4 -115.746 -206.636 -1.38 -.009 -.01 .012330 5 -112.204 506.513 7.898 -.102 -.007 -.455331 3 M13 1 617.483 23.26 8.716 -.001 0 0332 2 617.483 23.26 8.716 -.001 .022 -.058333 3 617.483 23.26 8.716 -.001 .044 -.116334 4 617.483 23.26 8.716 -.001 .065 -.174335 5 617.483 23.26 8.716 -.001 .087 -.233336 3 M14 1 204.448 -15.992 2.452 .002 0 0337 2 204.448 -15.992 2.452 .002 .006 .04338 3 204.448 -15.992 2.452 .002 .012 .08339 4 204.448 -15.992 2.452 .002 .018 .12340 5 204.448 -15.992 2.452 .002 .025 .16341 3 M15 1 323.599 3.623 -6.466 -.002 0 0342 2 323.599 3.623 -6.466 -.002 -.016 -.009343 3 323.599 3.623 -6.466 -.002 -.032 -.018344 4 323.599 3.623 -6.466 -.002 -.048 -.027345 5 323.599 3.623 -6.466 -.002 -.065 -.036346 3 M16 1 839.55 -.082 -2.813 0 0 0347 2 839.55 -.082 -2.813 0 -.007 0348 3 839.55 -.082 -2.813 0 -.014 0349 4 839.55 -.082 -2.813 0 -.021 0350 5 839.55 -.082 -2.813 0 -.028 0351 3 M17 1 417.814 2.378 -.667 .001 0 0352 2 417.814 2.378 -.667 .001 -.002 -.006353 3 417.814 2.378 -.667 .001 -.003 -.012354 4 417.814 2.378 -.667 .001 -.005 -.018355 5 417.814 2.378 -.667 .001 -.007 -.024356 3 M57 1 3071.597 .958 -24.552 0 0 0357 2 3071.597 .958 -24.552 0 -.061 -.002358 3 3071.597 .958 -24.552 0 -.123 -.005359 4 3071.597 .958 -24.552 0 -.184 -.007360 5 3071.597 .958 -24.552 0 -.246 -.01361 3 M58 1 3202.527 .052 8.633 -.002 0 0362 2 3202.527 .052 8.633 -.002 .022 0363 3 3202.527 .052 8.633 -.002 .043 0364 4 3202.527 .052 8.633 -.002 .065 0365 5 3202.527 .052 8.633 -.002 .086 0366 3 M67 1 3976.56 .186 -24.391 -.001 0 0367 2 3976.56 .186 -24.391 -.001 -.061 0368 3 3976.56 .186 -24.391 -.001 -.122 0369 4 3976.56 .186 -24.391 -.001 -.183 -.001370 5 3976.56 .186 -24.391 -.001 -.244 -.002371 3 M76 1 3373.073 -.541 11.226 0 0 0372 2 3373.073 -.541 11.226 0 .028 .001

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

373 3 3373.073 -.541 11.226 0 .056 .003374 4 3373.073 -.541 11.226 0 .084 .004375 5 3373.073 -.541 11.226 0 .112 .005376 3 M77 1 3161.078 -.133 3.565 -.001 0 0377 2 3161.078 -.133 3.565 -.001 .009 0378 3 3161.078 -.133 3.565 -.001 .018 0379 4 3161.078 -.133 3.565 -.001 .027 0380 5 3161.078 -.133 3.565 -.001 .036 .001381 3 M78 1 2858.912 -.128 -35.95 -.001 0 0382 2 2858.912 -.128 -35.95 -.001 -.09 0383 3 2858.912 -.128 -35.95 -.001 -.18 0384 4 2858.912 -.128 -35.95 -.001 -.27 0385 5 2858.912 -.128 -35.95 -.001 -.36 .001386 3 M110 1 1048.966 -4.057 -.652 .002 0 0387 2 1048.966 -4.057 -.652 .002 -.002 .01388 3 1048.966 -4.057 -.652 .002 -.003 .02389 4 1048.966 -4.057 -.652 .002 -.005 .03390 5 1048.966 -4.057 -.652 .002 -.007 .041391 3 M111 1 601.373 -10.013 -1.277 .002 0 0392 2 601.373 -10.013 -1.277 .002 -.003 .025393 3 601.373 -10.013 -1.277 .002 -.006 .05394 4 601.373 -10.013 -1.277 .002 -.01 .075395 5 601.373 -10.013 -1.277 .002 -.013 .1396 3 M112 1 601.791 -21.891 3.914 .003 0 0397 2 601.791 -21.891 3.914 .003 .01 .055398 3 601.791 -21.891 3.914 .003 .02 .109399 4 601.791 -21.891 3.914 .003 .029 .164400 5 601.791 -21.891 3.914 .003 .039 .219401 3 M117 1 1243.856 -.382 1.045 -.002 0 0402 2 1243.856 -.382 1.045 -.002 .003 0403 3 1243.856 -.382 1.045 -.002 .005 .002404 4 1243.856 -.382 1.045 -.002 .008 .003405 5 1243.856 -.382 1.045 -.002 .01 .004406 4 M1 1 91.524 -1453.148 4.202 .026 -.008 .477407 2 4.49 857.829 1.023 .026 .002 -.302408 3 -10.973 -94.473 -.95 .026 .001 -1.68409 4 -10.973 -722.437 -.95 .026 -.002 -.148410 5 -420.692 1124.713 20.711 .026 .02 .526411 4 M2 1 -771.505 -1150.307 -3.881 .009 .007 2.375412 2 4.145 1457.76 -.097 .009 -.001 -4.95413 3 -17.793 4009.19 .008 .009 0 4.325414 4 4.854 -855.819 -.145 .009 0 .735415 5 201.511 -483.187 -.391 .009 -.001 .315416 4 M3 1 365.273 -89.98 4.966 .017 -.007 -.977417 2 1.109 861.833 -.108 .017 .002 1.214418 3 1.109 233.87 -.108 .017 .001 -.841419 4 -1.193 -747.573 -.746 .017 -.003 .728420 5 -122.868 -135.279 -4.608 .017 .002 -.459421 4 M4 1 -657.869 -841.016 -3.922 .002 .006 .128422 2 -22.189 -2522.078 -.273 .002 0 -1.531423 3 -1.367 -1402.447 -.242 .002 0 -4.326424 4 -7.451 2793.132 .174 .002 0 -1.929425 5 289.255 -356.886 .127 .002 0 1.56426 4 M5 1 137.947 -1.195 -8.753 -.002 0 0427 2 137.947 -1.195 -8.753 -.002 -.022 .003428 3 137.947 -1.195 -8.753 -.002 -.044 .006429 4 137.947 -1.195 -8.753 -.002 -.066 .009

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

430 5 137.947 -1.195 -8.753 -.002 -.088 .012431 4 M6 1 79.914 697.856 -.202 .006 .002 .329432 2 110.65 1452.644 .284 .003 0 1.656433 3 110.65 -1402.043 .284 .002 .001 1.473434 4 107.916 -1494.288 .377 -.002 .003 1.931435 5 97.273 -1403.031 .684 -.002 .007 1.648436 4 M7 1 493.195 -1.281 8.119 0 0 0437 2 493.195 -1.281 8.119 0 .02 .003438 3 493.195 -1.281 8.119 0 .041 .006439 4 493.195 -1.281 8.119 0 .061 .01440 5 493.195 -1.281 8.119 0 .081 .013441 4 M8 1 -1.129 250.54 -5.92 .032 .017 .494442 2 23.88 343.26 -2.972 .003 0 .097443 3 39.343 67.6 -.999 -.017 -.007 -.443444 4 39.343 -326.15 -.999 -.017 -.011 .041445 5 14.7 -220.029 6.391 -.091 .003 .507446 4 M9 1 922.246 -.937 19.496 -.002 0 0447 2 922.246 -.937 19.496 -.002 .049 .002448 3 922.246 -.937 19.496 -.002 .097 .005449 4 922.246 -.937 19.496 -.002 .146 .007450 5 922.246 -.937 19.496 -.002 .195 .009451 4 M10 1 176.472 1726.49 .228 0 0 2.686452 2 176.472 -1128.197 .228 0 .001 .518453 3 184.538 -1198.548 .14 0 .001 .563454 4 161.89 -567.289 .294 0 .002 -.671455 5 140.834 -727.779 1.199 -.01 .008 .333456 4 M11 1 -304.891 3.475 -1.877 0 0 0457 2 -304.891 3.475 -1.877 0 -.005 -.009458 3 -304.891 3.475 -1.877 0 -.009 -.017459 4 -304.891 3.475 -1.877 0 -.014 -.026460 5 -304.891 3.475 -1.877 0 -.019 -.035461 4 M12 1 -98.035 -870.694 -3.674 .016 .008 -.923462 2 -112.419 248.541 -1.869 -.002 .002 .175463 3 -112.419 -145.209 -1.869 -.002 -.005 -.019464 4 -110.117 -185.479 -1.23 -.008 -.009 .019465 5 -105.806 471.22 7.616 -.097 -.006 -.443466 4 M13 1 499.872 24.642 7.39 -.001 0 0467 2 499.872 24.642 7.39 -.001 .018 -.062468 3 499.872 24.642 7.39 -.001 .037 -.123469 4 499.872 24.642 7.39 -.001 .055 -.185470 5 499.872 24.642 7.39 -.001 .074 -.246471 4 M14 1 118.089 -15.463 1.973 .002 0 0472 2 118.089 -15.463 1.973 .002 .005 .039473 3 118.089 -15.463 1.973 .002 .01 .077474 4 118.089 -15.463 1.973 .002 .015 .116475 5 118.089 -15.463 1.973 .002 .02 .155476 4 M15 1 279.329 3.609 -6.161 -.001 0 0477 2 279.329 3.609 -6.161 -.001 -.015 -.009478 3 279.329 3.609 -6.161 -.001 -.031 -.018479 4 279.329 3.609 -6.161 -.001 -.046 -.027480 5 279.329 3.609 -6.161 -.001 -.062 -.036481 4 M16 1 771.12 .702 -2.684 0 0 0482 2 771.12 .702 -2.684 0 -.007 -.002483 3 771.12 .702 -2.684 0 -.013 -.004484 4 771.12 .702 -2.684 0 -.02 -.005485 5 771.12 .702 -2.684 0 -.027 -.007486 4 M17 1 353.48 2.302 -.639 .001 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

487 2 353.48 2.302 -.639 .001 -.002 -.006488 3 353.48 2.302 -.639 .001 -.003 -.012489 4 353.48 2.302 -.639 .001 -.005 -.017490 5 353.48 2.302 -.639 .001 -.006 -.023491 4 M57 1 2694.198 .906 -21.056 0 0 0492 2 2694.198 .906 -21.056 0 -.053 -.002493 3 2694.198 .906 -21.056 0 -.105 -.005494 4 2694.198 .906 -21.056 0 -.158 -.007495 5 2694.198 .906 -21.056 0 -.211 -.009496 4 M58 1 2784.336 -.088 8.065 -.001 0 0497 2 2784.336 -.088 8.065 -.001 .02 0498 3 2784.336 -.088 8.065 -.001 .04 0499 4 2784.336 -.088 8.065 -.001 .06 0500 5 2784.336 -.088 8.065 -.001 .081 0501 4 M67 1 3485.947 .153 -22.648 -.001 0 0502 2 3485.947 .153 -22.648 -.001 -.057 0503 3 3485.947 .153 -22.648 -.001 -.113 0504 4 3485.947 .153 -22.648 -.001 -.17 -.001505 5 3485.947 .153 -22.648 -.001 -.226 -.002506 4 M76 1 2945.945 -.307 10.644 0 0 0507 2 2945.945 -.307 10.644 0 .027 0508 3 2945.945 -.307 10.644 0 .053 .002509 4 2945.945 -.307 10.644 0 .08 .002510 5 2945.945 -.307 10.644 0 .106 .003511 4 M77 1 2762.443 -.093 2.734 -.001 0 0512 2 2762.443 -.093 2.734 -.001 .007 0513 3 2762.443 -.093 2.734 -.001 .014 0514 4 2762.443 -.093 2.734 -.001 .021 0515 5 2762.443 -.093 2.734 -.001 .027 0516 4 M78 1 2501.954 -.118 -32.047 -.001 0 0517 2 2501.954 -.118 -32.047 -.001 -.08 0518 3 2501.954 -.118 -32.047 -.001 -.16 0519 4 2501.954 -.118 -32.047 -.001 -.24 0520 5 2501.954 -.118 -32.047 -.001 -.32 .001521 4 M110 1 969.73 -4.648 -.613 .002 0 0522 2 969.73 -4.648 -.613 .002 -.002 .012523 3 969.73 -4.648 -.613 .002 -.003 .023524 4 969.73 -4.648 -.613 .002 -.005 .035525 5 969.73 -4.648 -.613 .002 -.006 .046526 4 M111 1 543.254 -9.736 -1.193 .001 0 0527 2 543.254 -9.736 -1.193 .001 -.003 .024528 3 543.254 -9.736 -1.193 .001 -.006 .049529 4 543.254 -9.736 -1.193 .001 -.009 .073530 5 543.254 -9.736 -1.193 .001 -.012 .097531 4 M112 1 486.47 -25.009 2.948 .003 0 0532 2 486.47 -25.009 2.948 .003 .007 .063533 3 486.47 -25.009 2.948 .003 .015 .125534 4 486.47 -25.009 2.948 .003 .022 .188535 5 486.47 -25.009 2.948 .003 .029 .25536 4 M117 1 1107.522 -.368 1.311 -.001 0 0537 2 1107.522 -.368 1.311 -.001 .003 0538 3 1107.522 -.368 1.311 -.001 .007 .002539 4 1107.522 -.368 1.311 -.001 .01 .003540 5 1107.522 -.368 1.311 -.001 .013 .004541 5 M1 1 1292.626 230.141 14.854 .061 -.018 1.183542 2 -1.848 564.111 .259 .061 .002 -.477543 3 -5.469 -90.726 -.493 .061 0 -1.382

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

544 4 -5.469 -718.689 -.493 .061 -.002 .136545 5 -1570.981 1824.875 21.66 .061 .022 -.149546 5 M2 1 -897.505 -1224.808 -14.233 .005 .023 1.116547 2 .833 919.218 .845 .005 -.001 -3.233548 3 -12.892 2497.95 -.29 .005 0 2.898549 4 3.517 -711.181 -.606 .005 -.002 .661550 5 529.222 -314.378 .337 .005 .002 -.141551 5 M3 1 -556.424 -225.542 9.308 -.017 -.015 -1.521552 2 3.866 901.636 -.724 -.017 .004 1.634553 3 3.866 273.673 -.724 -.017 .002 -.57554 4 -4.157 -498.963 -.789 -.017 -.003 .1555 5 832.781 -145.498 3.835 -.017 .005 -.093556 5 M4 1 -880.36 162.262 10.656 -.008 -.015 .788557 2 -13.032 -1687.609 -1.373 -.008 .002 -1.005558 3 -.019 -801.8 -.059 -.008 -.002 -2.763559 4 -7.65 1799.251 -.263 -.008 0 -1.133560 5 530.419 -692.571 -9.744 -.008 -.014 1.318561 5 M5 1 94.595 -.021 1.263 0 0 0562 2 94.595 -.021 1.263 0 .003 0563 3 94.595 -.021 1.263 0 .006 0564 4 94.595 -.021 1.263 0 .009 0565 5 94.595 -.021 1.263 0 .013 0566 5 M6 1 116.335 647.119 .93 .001 -.005 .744567 2 139.875 838.129 .777 .003 -.003 .99568 3 139.914 -793.121 .777 .005 .003 .827569 4 139.914 -845.418 .609 .017 .005 1.043570 5 128.985 -850.03 -.676 .017 0 1.183571 5 M7 1 -.451 7.69 -4.896 0 0 0572 2 -.451 7.69 -4.896 0 -.012 -.019573 3 -.451 7.69 -4.896 0 -.024 -.038574 4 -.451 7.69 -4.896 0 -.037 -.058575 5 -.451 7.69 -4.896 0 -.049 -.077576 5 M8 1 -1041.412 538.903 -1.946 -.026 .013 1.081577 2 -482.95 171.555 -3.193 -.013 .007 -.128578 3 53.171 -26.572 -2.442 -.021 -.002 -.347579 4 585.671 -251.572 -2.442 -.021 -.011 .175580 5 1104.407 123.228 4.608 -.091 -.003 -.097581 5 M9 1 917.972 4.686 19.073 -.001 0 0582 2 917.972 4.686 19.073 -.001 .048 -.012583 3 917.972 4.686 19.073 -.001 .095 -.023584 4 917.972 4.686 19.073 -.001 .143 -.035585 5 917.972 4.686 19.073 -.001 .191 -.047586 5 M10 1 74.204 979.045 -.473 .011 .002 1.459587 2 74.204 -652.205 -.473 .011 -.002 .274588 3 75.826 -695.927 .335 .003 0 .348589 4 59.417 -332.108 .652 0 .001 -.329590 5 53.734 -337.157 2.074 -.015 .012 -.061591 5 M11 1 -447.533 5.488 -3.255 0 0 0592 2 -447.533 5.488 -3.255 0 -.008 -.014593 3 -447.533 5.488 -3.255 0 -.016 -.027594 4 -447.533 5.488 -3.255 0 -.024 -.041595 5 -447.533 5.488 -3.255 0 -.033 -.055596 5 M12 1 967.19 -1446.819 -4.96 .03 .014 -1.446597 2 409.694 211.975 -2.025 .001 .006 .29598 3 -122.806 -13.025 -2.025 .001 -.002 -.083599 4 -647.283 -93.352 -1.96 0 -.008 -.051600 5 -1178.927 51.833 -3.3 .014 -.016 -.083

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

601 5 M13 1 599.8 13.764 7.05 0 0 0602 2 599.8 13.764 7.05 0 .018 -.034603 3 599.8 13.764 7.05 0 .035 -.069604 4 599.8 13.764 7.05 0 .053 -.103605 5 599.8 13.764 7.05 0 .07 -.138606 5 M14 1 26.873 -3.621 .752 .002 0 0607 2 26.873 -3.621 .752 .002 .002 .009608 3 26.873 -3.621 .752 .002 .004 .018609 4 26.873 -3.621 .752 .002 .006 .027610 5 26.873 -3.621 .752 .002 .008 .036611 5 M15 1 27.648 1.021 .914 0 0 0612 2 27.648 1.021 .914 0 .002 -.003613 3 27.648 1.021 .914 0 .005 -.005614 4 27.648 1.021 .914 0 .007 -.008615 5 27.648 1.021 .914 0 .009 -.01616 5 M16 1 342.537 -.165 .426 0 0 0617 2 342.537 -.165 .426 0 .001 0618 3 342.537 -.165 .426 0 .002 0619 4 342.537 -.165 .426 0 .003 .001620 5 342.537 -.165 .426 0 .004 .002621 5 M17 1 144.672 8.023 -.065 .002 0 0622 2 144.672 8.023 -.065 .002 0 -.02623 3 144.672 8.023 -.065 .002 0 -.04624 4 144.672 8.023 -.065 .002 0 -.06625 5 144.672 8.023 -.065 .002 0 -.08626 5 M57 1 1626.201 1.422 -5.683 -.002 0 0627 2 1626.201 1.422 -5.683 -.002 -.014 -.004628 3 1626.201 1.422 -5.683 -.002 -.028 -.007629 4 1626.201 1.422 -5.683 -.002 -.043 -.011630 5 1626.201 1.422 -5.683 -.002 -.057 -.014631 5 M58 1 1587.528 .808 1.622 -.001 0 0632 2 1587.528 .808 1.622 -.001 .004 -.002633 3 1587.528 .808 1.622 -.001 .008 -.004634 4 1587.528 .808 1.622 -.001 .012 -.006635 5 1587.528 .808 1.622 -.001 .016 -.008636 5 M67 1 1995.069 .317 -16.409 -.002 0 0637 2 1995.069 .317 -16.409 -.002 -.041 0638 3 1995.069 .317 -16.409 -.002 -.082 -.002639 4 1995.069 .317 -16.409 -.002 -.123 -.002640 5 1995.069 .317 -16.409 -.002 -.164 -.003641 5 M76 1 1626.638 1.286 10.929 0 0 0642 2 1626.638 1.286 10.929 0 .027 -.003643 3 1626.638 1.286 10.929 0 .055 -.006644 4 1626.638 1.286 10.929 0 .082 -.01645 5 1626.638 1.286 10.929 0 .109 -.013646 5 M77 1 1578.953 .167 -.039 -.002 0 0647 2 1578.953 .167 -.039 -.002 0 0648 3 1578.953 .167 -.039 -.002 0 0649 4 1578.953 .167 -.039 -.002 0 -.001650 5 1578.953 .167 -.039 -.002 0 -.002651 5 M78 1 1508.015 .075 -16.834 -.002 0 0652 2 1508.015 .075 -16.834 -.002 -.042 0653 3 1508.015 .075 -16.834 -.002 -.084 0654 4 1508.015 .075 -16.834 -.002 -.126 0655 5 1508.015 .075 -16.834 -.002 -.168 0656 5 M110 1 976.561 -10.314 -.9 .002 0 0657 2 976.561 -10.314 -.9 .002 -.002 .026

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

658 3 976.561 -10.314 -.9 .002 -.005 .052659 4 976.561 -10.314 -.9 .002 -.007 .077660 5 976.561 -10.314 -.9 .002 -.009 .103661 5 M111 1 907.233 -14.682 -2.035 0 0 0662 2 907.233 -14.682 -2.035 0 -.005 .037663 3 907.233 -14.682 -2.035 0 -.01 .073664 4 907.233 -14.682 -2.035 0 -.015 .11665 5 907.233 -14.682 -2.035 0 -.02 .147666 5 M112 1 -142.348 -25.962 -1.247 .002 0 0667 2 -142.348 -25.962 -1.247 .002 -.003 .065668 3 -142.348 -25.962 -1.247 .002 -.006 .13669 4 -142.348 -25.962 -1.247 .002 -.009 .195670 5 -142.348 -25.962 -1.247 .002 -.012 .26671 5 M117 1 314.246 .079 -6.706 -.001 0 0672 2 314.246 .079 -6.706 -.001 -.017 0673 3 314.246 .079 -6.706 -.001 -.034 0674 4 314.246 .079 -6.706 -.001 -.05 0675 5 314.246 .079 -6.706 -.001 -.067 0676 6 M1 1 41.142 -447.374 22.218 .02 -.028 .857677 2 2.124 642.25 .182 .02 .004 -.255678 3 -9.543 -10.139 -.377 .02 .002 -1.456679 4 -9.543 -638.102 -.377 .02 0 -.24680 5 -438.617 379.986 -2.105 .02 -.006 .888681 6 M2 1 371.733 -737.253 -1.224 .015 .003 1.541682 2 2.63 830.076 -.443 .015 -.002 -3.315683 3 -14.139 2554.955 -.061 .015 0 3.004684 4 3.857 -680.898 -.131 .015 0 .508685 5 -543.587 -383.871 -.647 .015 -.002 .101686 6 M3 1 379.058 -109.452 -4.406 .017 .013 -1.129687 2 1.17 766.246 .484 .017 -.004 1.149688 3 1.17 138.283 .484 .017 -.002 -.547689 4 -1.258 -641.842 -.169 .017 -.004 .657690 5 -84.128 -129.394 -.224 .017 .012 -.62691 6 M4 1 -1461.277 -843.437 .062 -.007 -.001 -.201692 2 -14.452 -1550.151 -.418 -.007 0 -.85693 3 -.123 -808.106 -.094 -.007 0 -2.807694 4 -5.752 1787.963 -.394 -.007 0 -1.12695 5 1267.237 -401.495 -2.835 -.007 -.005 1.043696 6 M5 1 65.624 -1.781 -8.116 -.001 0 0697 2 65.624 -1.781 -8.116 -.001 -.02 .004698 3 65.624 -1.781 -8.116 -.001 -.041 .009699 4 65.624 -1.781 -8.116 -.001 -.061 .013700 5 65.624 -1.781 -8.116 -.001 -.081 .018701 6 M6 1 969.307 310.562 -.162 .008 0 -.013702 2 523.971 841.944 .478 .003 -.002 .984703 3 60.218 -789.306 .478 .003 .002 .795704 4 -412 -857.389 .427 .009 .004 1.098705 5 -876 -817.267 -.194 .009 .002 1.028706 6 M7 1 204.051 4.003 .488 0 0 0707 2 204.051 4.003 .488 0 .001 -.01708 3 204.051 4.003 .488 0 .002 -.02709 4 204.051 4.003 .488 0 .004 -.03710 5 204.051 4.003 .488 0 .005 -.04711 6 M8 1 81.409 376.19 -2.172 0 .008 .801712 2 107.007 227.72 -1.895 -.004 .002 -.002713 3 118.674 27.146 -1.336 -.009 -.003 -.348714 4 118.674 -197.854 -1.336 -.009 -.008 -.027

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

715 5 93.885 -396.121 2.055 -.043 -.005 .822716 6 M9 1 597.237 -4.4 9.232 -.001 0 0717 2 597.237 -4.4 9.232 -.001 .023 .011718 3 597.237 -4.4 9.232 -.001 .046 .022719 4 597.237 -4.4 9.232 -.001 .069 .033720 5 597.237 -4.4 9.232 -.001 .092 .044721 6 M10 1 -824.573 1025.035 .699 -.007 -.003 1.697722 2 -360.573 -606.215 .699 -.007 .002 .178723 3 108.545 -712.322 .039 0 .001 .37724 4 554.548 -321.78 .109 -.001 .001 -.358725 5 1008.6 -391.986 1.089 -.011 .006 .113726 6 M11 1 -307.543 3.933 -1.51 0 0 0727 2 -307.543 3.933 -1.51 0 -.004 -.01728 3 -307.543 3.933 -1.51 0 -.008 -.02729 4 -307.543 3.933 -1.51 0 -.011 -.029730 5 -307.543 3.933 -1.51 0 -.015 -.039731 6 M12 1 -116.771 -1046.318 -3.218 .013 .009 -1.064732 2 -136 173.867 -1.713 -.002 .002 .187733 3 -136 -51.133 -1.713 -.002 -.005 -.043734 4 -133.571 -123.972 -1.06 -.008 -.007 .049735 5 -124.764 668.101 7.151 -.09 -.003 -.587736 6 M13 1 26.734 24.79 3.391 0 0 0737 2 26.734 24.79 3.391 0 .008 -.062738 3 26.734 24.79 3.391 0 .017 -.124739 4 26.734 24.79 3.391 0 .025 -.186740 5 26.734 24.79 3.391 0 .034 -.248741 6 M14 1 24.426 -11.667 .559 .002 0 0742 2 24.426 -11.667 .559 .002 .001 .029743 3 24.426 -11.667 .559 .002 .003 .058744 4 24.426 -11.667 .559 .002 .004 .088745 5 24.426 -11.667 .559 .002 .006 .117746 6 M15 1 415.772 4.473 -5.708 0 0 0747 2 415.772 4.473 -5.708 0 -.014 -.011748 3 415.772 4.473 -5.708 0 -.029 -.022749 4 415.772 4.473 -5.708 0 -.043 -.034750 5 415.772 4.473 -5.708 0 -.057 -.045751 6 M16 1 601.301 4.333 -2.502 0 0 0752 2 601.301 4.333 -2.502 0 -.006 -.011753 3 601.301 4.333 -2.502 0 -.013 -.022754 4 601.301 4.333 -2.502 0 -.019 -.032755 5 601.301 4.333 -2.502 0 -.025 -.043756 6 M17 1 152.162 2.429 -.653 .001 0 0757 2 152.162 2.429 -.653 .001 -.002 -.006758 3 152.162 2.429 -.653 .001 -.003 -.012759 4 152.162 2.429 -.653 .001 -.005 -.018760 5 152.162 2.429 -.653 .001 -.007 -.024761 6 M57 1 1561.044 .98 -9.947 0 0 0762 2 1561.044 .98 -9.947 0 -.025 -.002763 3 1561.044 .98 -9.947 0 -.05 -.005764 4 1561.044 .98 -9.947 0 -.075 -.007765 5 1561.044 .98 -9.947 0 -.099 -.01766 6 M58 1 1525.144 -.66 5.118 -.001 0 0767 2 1525.144 -.66 5.118 -.001 .013 .002768 3 1525.144 -.66 5.118 -.001 .026 .003769 4 1525.144 -.66 5.118 -.001 .038 .005770 5 1525.144 -.66 5.118 -.001 .051 .007771 6 M67 1 2021.791 .07 -17.997 0 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

772 2 2021.791 .07 -17.997 0 -.045 0773 3 2021.791 .07 -17.997 0 -.09 0774 4 2021.791 .07 -17.997 0 -.135 0775 5 2021.791 .07 -17.997 0 -.18 0776 6 M76 1 1671.372 .621 8.218 0 0 0777 2 1671.372 .621 8.218 0 .021 -.002778 3 1671.372 .621 8.218 0 .041 -.003779 4 1671.372 .621 8.218 0 .062 -.005780 5 1671.372 .621 8.218 0 .082 -.006781 6 M77 1 1563.167 .051 -.246 -.001 0 0782 2 1563.167 .051 -.246 -.001 0 0783 3 1563.167 .051 -.246 -.001 -.001 0784 4 1563.167 .051 -.246 -.001 -.002 0785 5 1563.167 .051 -.246 -.001 -.002 0786 6 M78 1 1422.695 -.127 -21.364 -.001 0 0787 2 1422.695 -.127 -21.364 -.001 -.053 0788 3 1422.695 -.127 -21.364 -.001 -.107 0789 4 1422.695 -.127 -21.364 -.001 -.16 0790 5 1422.695 -.127 -21.364 -.001 -.214 .001791 6 M110 1 782.025 -8.171 -.547 0 0 0792 2 782.025 -8.171 -.547 0 -.001 .02793 3 782.025 -8.171 -.547 0 -.003 .041794 4 782.025 -8.171 -.547 0 -.004 .061795 5 782.025 -8.171 -.547 0 -.005 .082796 6 M111 1 663.159 -11.058 -.959 0 0 0797 2 663.159 -11.058 -.959 0 -.002 .028798 3 663.159 -11.058 -.959 0 -.005 .055799 4 663.159 -11.058 -.959 0 -.007 .083800 5 663.159 -11.058 -.959 0 -.01 .111801 6 M112 1 76.53 -25.598 .277 .002 0 0802 2 76.53 -25.598 .277 .002 0 .064803 3 76.53 -25.598 .277 .002 .001 .128804 4 76.53 -25.598 .277 .002 .002 .192805 5 76.53 -25.598 .277 .002 .003 .256806 6 M117 1 739.937 -.513 2.7 -.001 0 0807 2 739.937 -.513 2.7 -.001 .007 .001808 3 739.937 -.513 2.7 -.001 .014 .003809 4 739.937 -.513 2.7 -.001 .02 .004810 5 739.937 -.513 2.7 -.001 .027 .005811 7 M1 1 1279.514 590.295 13.337 .054 -.015 .994812 2 -3.048 313.689 .081 .054 .001 -.405813 3 -2.022 -92.518 -.285 .054 0 -.839814 4 -2.022 -469.296 -.285 .054 -.002 .214815 5 -1444.299 1549.419 16.342 .054 .016 -.383816 7 M2 1 -692.068 -902.11 -13.256 .002 .021 .517817 2 -.353 582.267 .922 .002 0 -1.919818 3 -7.854 1469.494 -.268 .002 0 1.693819 4 2.143 -445.435 -.562 .002 -.002 .502820 5 470.299 -144.176 .446 .002 .002 -.233821 7 M3 1 -654.179 -185.751 8.249 -.022 -.013 -1.273822 2 3.6 607.167 -.665 -.022 .004 1.29823 3 3.6 230.389 -.665 -.022 .001 -.281824 4 -3.871 -235.311 -.612 -.022 -.002 -.119825 5 867.933 -128.414 4.688 -.022 .004 .023826 7 M4 1 -705.307 353.673 11.678 -.008 -.017 .732827 2 -7.687 -1044.262 -1.308 -.008 .002 -.641828 3 -.255 -484.832 -.005 -.008 -.002 -1.648

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

829 4 -5.405 1094.173 -.241 -.008 0 -.684830 5 447.895 -595.225 -9.768 -.008 -.014 .941831 7 M5 1 60.454 .257 3.167 0 0 0832 2 60.454 .257 3.167 0 .008 0833 3 60.454 .257 3.167 0 .016 -.001834 4 60.454 .257 3.167 0 .024 -.002835 5 60.454 .257 3.167 0 .032 -.003836 7 M6 1 95.81 475.309 .939 0 -.005 .644837 2 111.706 501.277 .678 .002 -.002 .594838 3 112.217 478.299 .503 .004 .002 .513839 4 112.217 -500.451 .503 .017 .004 .594840 5 104.496 -527.752 -.774 .017 -.002 .795841 7 M7 1 -118.248 7.516 -6.2 0 0 0842 2 -118.248 7.516 -6.2 0 -.015 -.019843 3 -118.248 7.516 -6.2 0 -.031 -.038844 4 -118.248 7.516 -6.2 0 -.046 -.056845 5 -118.248 7.516 -6.2 0 -.062 -.075846 7 M8 1 -1052.623 455.2 -.746 -.031 .01 .894847 2 -502.459 70.662 -2.485 -.013 .006 -.154848 3 29.015 -34.91 -2.12 -.017 0 -.213849 4 561.515 -169.91 -2.12 -.017 -.009 .172850 5 1088.409 224.723 3.332 -.071 -.003 -.318851 7 M9 1 673.521 5.484 14.836 0 0 0852 2 673.521 5.484 14.836 0 .037 -.014853 3 673.521 5.484 14.836 0 .074 -.027854 4 673.521 5.484 14.836 0 .111 -.041855 5 673.521 5.484 14.836 0 .148 -.055856 7 M10 1 29.341 571.459 -.619 .012 .002 .791857 2 29.341 -407.291 -.619 .012 -.002 .196858 3 28.653 -413.098 .304 .003 -.001 .204859 4 18.656 -205.356 .597 0 0 -.176860 5 17.773 -167.141 1.796 -.012 .01 -.148861 7 M11 1 -356.839 4.617 -3.21 0 0 0862 2 -356.839 4.617 -3.21 0 -.008 -.012863 3 -356.839 4.617 -3.21 0 -.016 -.023864 4 -356.839 4.617 -3.21 0 -.024 -.035865 5 -356.839 4.617 -3.21 0 -.032 -.046866 7 M12 1 991.419 -1219.265 -4.405 .03 .012 -1.212867 2 437.014 142.509 -1.542 .002 .005 .235868 3 -95.486 7.509 -1.542 .002 0 -.046869 4 -620.515 -38.569 -1.595 .002 -.005 -.065870 5 -1152.75 -72.624 -4.852 .035 -.014 .028871 7 M13 1 529.633 5.606 5.452 0 0 0872 2 529.633 5.606 5.452 0 .014 -.014873 3 529.633 5.606 5.452 0 .027 -.028874 4 529.633 5.606 5.452 0 .041 -.042875 5 529.633 5.606 5.452 0 .055 -.056876 7 M14 1 29.428 1.027 .366 .002 0 0877 2 29.428 1.027 .366 .002 0 -.003878 3 29.428 1.027 .366 .002 .002 -.005879 4 29.428 1.027 .366 .002 .003 -.008880 5 29.428 1.027 .366 .002 .004 -.01881 7 M15 1 -39.095 .113 2.253 0 0 0882 2 -39.095 .113 2.253 0 .006 0883 3 -39.095 .113 2.253 0 .011 0884 4 -39.095 .113 2.253 0 .017 0885 5 -39.095 .113 2.253 0 .023 -.001

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

886 7 M16 1 140.039 .151 1.005 0 0 0887 2 140.039 .151 1.005 0 .003 0888 3 140.039 .151 1.005 0 .005 0889 4 140.039 .151 1.005 0 .008 -.001890 5 140.039 .151 1.005 0 .01 -.002891 7 M17 1 88.922 7.471 .053 .001 0 0892 2 88.922 7.471 .053 .001 0 -.019893 3 88.922 7.471 .053 .001 0 -.037894 4 88.922 7.471 .053 .001 0 -.056895 5 88.922 7.471 .053 .001 0 -.075896 7 M57 1 1016.965 1.199 -.884 -.001 0 0897 2 1016.965 1.199 -.884 -.001 -.002 -.003898 3 1016.965 1.199 -.884 -.001 -.004 -.006899 4 1016.965 1.199 -.884 -.001 -.007 -.009900 5 1016.965 1.199 -.884 -.001 -.009 -.012901 7 M58 1 972.943 .923 -.688 0 0 0902 2 972.943 .923 -.688 0 -.002 -.002903 3 972.943 .923 -.688 0 -.003 -.005904 4 972.943 .923 -.688 0 -.005 -.007905 5 972.943 .923 -.688 0 -.007 -.009906 7 M67 1 1186.491 .293 -9.997 -.002 0 0907 2 1186.491 .293 -9.997 -.002 -.025 0908 3 1186.491 .293 -9.997 -.002 -.05 -.001909 4 1186.491 .293 -9.997 -.002 -.075 -.002910 5 1186.491 .293 -9.997 -.002 -.1 -.003911 7 M76 1 951.449 1.276 7.721 0 0 0912 2 951.449 1.276 7.721 0 .019 -.003913 3 951.449 1.276 7.721 0 .039 -.006914 4 951.449 1.276 7.721 0 .058 -.01915 5 951.449 1.276 7.721 0 .077 -.013916 7 M77 1 955.771 .176 -.511 -.002 0 0917 2 955.771 .176 -.511 -.002 -.001 0918 3 955.771 .176 -.511 -.002 -.003 0919 4 955.771 .176 -.511 -.002 -.004 -.001920 5 955.771 .176 -.511 -.002 -.005 -.002921 7 M78 1 924.191 .098 -9.202 -.002 0 0922 2 924.191 .098 -9.202 -.002 -.023 0923 3 924.191 .098 -9.202 -.002 -.046 0924 4 924.191 .098 -9.202 -.002 -.069 0925 5 924.191 .098 -9.202 -.002 -.092 0926 7 M110 1 726.19 -9.651 -.865 .002 0 0927 2 726.19 -9.651 -.865 .002 -.002 .024928 3 726.19 -9.651 -.865 .002 -.004 .048929 4 726.19 -9.651 -.865 .002 -.006 .072930 5 726.19 -9.651 -.865 .002 -.009 .097931 7 M111 1 770.584 -12.254 -1.999 0 0 0932 2 770.584 -12.254 -1.999 0 -.005 .031933 3 770.584 -12.254 -1.999 0 -.01 .061934 4 770.584 -12.254 -1.999 0 -.015 .092935 5 770.584 -12.254 -1.999 0 -.02 .123936 7 M112 1 -249.538 -17.664 -1.739 .001 0 0937 2 -249.538 -17.664 -1.739 .001 -.004 .044938 3 -249.538 -17.664 -1.739 .001 -.009 .088939 4 -249.538 -17.664 -1.739 .001 -.013 .132940 5 -249.538 -17.664 -1.739 .001 -.017 .177941 7 M117 1 80.527 .163 -6.694 -.001 0 0942 2 80.527 .163 -6.694 -.001 -.017 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

943 3 80.527 .163 -6.694 -.001 -.033 0944 4 80.527 .163 -6.694 -.001 -.05 -.001945 5 80.527 .163 -6.694 -.001 -.067 -.002946 8 M1 1 28.03 -87.22 20.701 .013 -.026 .668947 2 .924 391.828 .004 .013 .003 -.183948 3 -6.096 -11.931 -.169 .013 .002 -.913949 4 -6.096 -388.709 -.169 .013 .001 -.161950 5 -311.934 104.529 -7.422 .013 -.011 .654951 8 M2 1 577.17 -414.555 -.247 .012 0 .943952 2 1.443 493.124 -.366 .012 -.002 -2.001953 3 -9.102 1526.499 -.04 .012 0 1.799954 4 2.483 -415.152 -.086 .012 0 .349955 5 -602.511 -213.669 -.538 .012 -.002 .009956 8 M3 1 281.304 -69.662 -5.465 .012 .014 -.881957 2 .905 471.777 .543 .012 -.004 .804958 3 .905 94.999 .543 .012 -.002 -.258959 4 -.973 -378.19 .008 .012 -.003 .438960 5 -48.976 -112.31 .628 .012 .011 -.504961 8 M4 1 -1286.224 -652.026 1.083 -.007 -.003 -.256962 2 -9.108 -906.805 -.353 -.007 0 -.486963 3 -.359 -491.137 -.041 -.007 0 -1.691964 4 -3.507 1082.885 -.372 -.007 0 -.671965 5 1184.713 -304.149 -2.86 -.007 -.005 .666966 8 M5 1 31.484 -1.503 -6.211 -.001 0 0967 2 31.484 -1.503 -6.211 -.001 -.016 .004968 3 31.484 -1.503 -6.211 -.001 -.031 .008969 4 31.484 -1.503 -6.211 -.001 -.047 .011970 5 31.484 -1.503 -6.211 -.001 -.062 .015971 8 M6 1 948.782 138.752 -.153 .007 0 -.113972 2 495.802 505.092 .38 .003 -.001 .588973 3 32.521 -473.658 .38 .002 .002 .482974 4 -436.489 -512.422 .32 .008 .003 .649975 5 -900.489 -494.989 -.292 .008 0 .639976 8 M7 1 86.254 3.83 -.816 0 0 0977 2 86.254 3.83 -.816 0 -.002 -.01978 3 86.254 3.83 -.816 0 -.004 -.019979 4 86.254 3.83 -.816 0 -.006 -.029980 5 86.254 3.83 -.816 0 -.008 -.038981 8 M8 1 70.198 292.487 -.972 -.006 .004 .615982 2 87.499 126.827 -1.187 -.004 .002 -.028983 3 94.518 18.808 -1.015 -.005 -.001 -.213984 4 94.518 -116.192 -1.015 -.005 -.005 -.031985 5 77.887 -294.626 .778 -.023 -.005 .6986 8 M9 1 352.786 -3.602 4.995 0 0 0987 2 352.786 -3.602 4.995 0 .012 .009988 3 352.786 -3.602 4.995 0 .025 .018989 4 352.786 -3.602 4.995 0 .037 .027990 5 352.786 -3.602 4.995 0 .05 .036991 8 M10 1 -869.436 617.448 .553 -.006 -.002 1.029992 2 -405.436 -361.302 .553 -.006 .002 .1993 3 61.372 -429.492 .007 0 0 .225994 4 513.787 -195.029 .054 -.001 0 -.205995 5 972.639 -221.97 .811 -.009 .004 .026996 8 M11 1 -216.848 3.062 -1.465 0 0 0997 2 -216.848 3.062 -1.465 0 -.004 -.008998 3 -216.848 3.062 -1.465 0 -.007 -.015999 4 -216.848 3.062 -1.465 0 -.011 -.023

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1000 5 -216.848 3.062 -1.465 0 -.015 -.0311001 8 M12 1 -92.542 -818.765 -2.663 .014 .008 -.831002 2 -108.679 104.401 -1.23 0 .001 .1321003 3 -108.679 -30.599 -1.23 0 -.003 -.0061004 4 -106.802 -69.189 -.695 -.006 -.005 .0351005 5 -98.587 543.643 5.599 -.069 -.001 -.4751006 8 M13 1 -43.434 16.631 1.793 0 0 01007 2 -43.434 16.631 1.793 0 .004 -.0421008 3 -43.434 16.631 1.793 0 .009 -.0831009 4 -43.434 16.631 1.793 0 .013 -.1251010 5 -43.434 16.631 1.793 0 .018 -.1661011 8 M14 1 26.981 -7.019 .173 .001 0 01012 2 26.981 -7.019 .173 .001 0 .0181013 3 26.981 -7.019 .173 .001 0 .0351014 4 26.981 -7.019 .173 .001 .001 .0531015 5 26.981 -7.019 .173 .001 .002 .071016 8 M15 1 349.029 3.565 -4.37 0 0 01017 2 349.029 3.565 -4.37 0 -.011 -.0091018 3 349.029 3.565 -4.37 0 -.022 -.0181019 4 349.029 3.565 -4.37 0 -.033 -.0271020 5 349.029 3.565 -4.37 0 -.044 -.0361021 8 M16 1 398.803 4.65 -1.924 0 0 01022 2 398.803 4.65 -1.924 0 -.005 -.0121023 3 398.803 4.65 -1.924 0 -.01 -.0231024 4 398.803 4.65 -1.924 0 -.014 -.0351025 5 398.803 4.65 -1.924 0 -.019 -.0461026 8 M17 1 96.411 1.877 -.535 0 0 01027 2 96.411 1.877 -.535 0 -.001 -.0051028 3 96.411 1.877 -.535 0 -.003 -.0091029 4 96.411 1.877 -.535 0 -.004 -.0141030 5 96.411 1.877 -.535 0 -.005 -.0191031 8 M57 1 951.809 .757 -5.148 0 0 01032 2 951.809 .757 -5.148 0 -.013 -.0021033 3 951.809 .757 -5.148 0 -.026 -.0041034 4 951.809 .757 -5.148 0 -.039 -.0061035 5 951.809 .757 -5.148 0 -.051 -.0081036 8 M58 1 910.559 -.546 2.808 0 0 01037 2 910.559 -.546 2.808 0 .007 .0011038 3 910.559 -.546 2.808 0 .014 .0031039 4 910.559 -.546 2.808 0 .021 .0041040 5 910.559 -.546 2.808 0 .028 .0051041 8 M67 1 1213.213 .046 -11.585 0 0 01042 2 1213.213 .046 -11.585 0 -.029 01043 3 1213.213 .046 -11.585 0 -.058 01044 4 1213.213 .046 -11.585 0 -.087 01045 5 1213.213 .046 -11.585 0 -.116 01046 8 M76 1 996.184 .612 5.01 0 0 01047 2 996.184 .612 5.01 0 .013 -.0021048 3 996.184 .612 5.01 0 .025 -.0031049 4 996.184 .612 5.01 0 .038 -.0051050 5 996.184 .612 5.01 0 .05 -.0061051 8 M77 1 939.986 .06 -.718 0 0 01052 2 939.986 .06 -.718 0 -.002 01053 3 939.986 .06 -.718 0 -.004 01054 4 939.986 .06 -.718 0 -.005 01055 5 939.986 .06 -.718 0 -.007 01056 8 M78 1 838.872 -.104 -13.732 -.001 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1057 2 838.872 -.104 -13.732 -.001 -.034 01058 3 838.872 -.104 -13.732 -.001 -.069 01059 4 838.872 -.104 -13.732 -.001 -.103 01060 5 838.872 -.104 -13.732 -.001 -.137 .0011061 8 M110 1 531.655 -7.508 -.511 0 0 01062 2 531.655 -7.508 -.511 0 -.001 .0191063 3 531.655 -7.508 -.511 0 -.003 .0381064 4 531.655 -7.508 -.511 0 -.004 .0561065 5 531.655 -7.508 -.511 0 -.005 .0751066 8 M111 1 526.511 -8.629 -.922 0 0 01067 2 526.511 -8.629 -.922 0 -.002 .0221068 3 526.511 -8.629 -.922 0 -.005 .0431069 4 526.511 -8.629 -.922 0 -.007 .0651070 5 526.511 -8.629 -.922 0 -.009 .0861071 8 M112 1 -30.66 -17.3 -.216 .002 0 01072 2 -30.66 -17.3 -.216 .002 0 .0431073 3 -30.66 -17.3 -.216 .002 -.001 .0871074 4 -30.66 -17.3 -.216 .002 -.002 .131075 5 -30.66 -17.3 -.216 .002 -.002 .1731076 8 M117 1 506.218 -.429 2.712 0 0 01077 2 506.218 -.429 2.712 0 .007 .0011078 3 506.218 -.429 2.712 0 .014 .0021079 4 506.218 -.429 2.712 0 .02 .0031080 5 506.218 -.429 2.712 0 .027 .0041081 9 M1 1 1141.8 94.797 13.53 .055 -.016 1.0981082 2 -1.268 571.526 .281 .055 .002 -.4421083 3 -5.846 -79.328 -.496 .055 0 -1.3791084 4 -5.846 -707.291 -.496 .055 -.002 .0961085 5 -1420.822 1688.847 20.658 .055 .021 -.0621086 9 M2 1 -851.543 -1174.758 -12.822 .006 .021 1.1621087 2 1.089 910.019 .721 .006 -.001 -3.2391088 3 -12.856 2506.713 -.261 .006 0 2.9121089 4 3.507 -705.576 -.547 .006 -.001 .6291090 5 483.5 -327.682 .264 .006 .002 -.0971091 9 M3 1 -460.553 -210.449 8.51 -.014 -.014 -1.4141092 2 3.483 881.827 -.656 -.014 .004 1.5411093 3 3.483 253.864 -.656 -.014 .002 -.5881094 4 -3.745 -518.138 -.748 -.014 -.003 .1541095 5 722.561 -133.192 3.121 -.014 .004 -.1171096 9 M4 1 -827.358 85.547 9.075 -.007 -.013 .711097 2 -13.071 -1678.122 -1.228 -.007 .002 -.9941098 3 -.054 -800.678 -.067 -.007 -.002 -2.7671099 4 -7.406 1794.875 -.238 -.007 0 -1.1321100 5 491.617 -638.793 -8.57 -.007 -.012 1.2731101 9 M5 1 93.488 -.102 .542 0 0 01102 2 93.488 -.102 .542 0 .001 01103 3 93.488 -.102 .542 0 .003 01104 4 93.488 -.102 .542 0 .004 01105 5 93.488 -.102 .542 0 .005 .0011106 9 M6 1 108.551 621.069 .816 .002 -.005 .6851107 2 131.56 838.608 .713 .003 -.002 .991108 3 131.56 -792.642 .713 .004 .003 .8231109 4 131.453 -847.453 .568 .015 .005 1.0531110 5 120.873 -844.722 -.566 .015 0 1.1581111 9 M7 1 34.859 6.821 -3.92 0 0 01112 2 34.859 6.821 -3.92 0 -.01 -.0171113 3 34.859 6.821 -3.92 0 -.02 -.034

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1114 4 34.859 6.821 -3.92 0 -.029 -.0511115 5 34.859 6.821 -3.92 0 -.039 -.0681116 9 M8 1 -913.381 499.438 -2.072 -.021 .013 1.0071117 2 -419.293 181.213 -3.023 -.012 .006 -.1051118 3 54.035 -20.896 -2.246 -.019 -.002 -.3451119 4 522.785 -245.896 -2.246 -.019 -.011 .1551120 5 976.977 78.099 4.438 -.086 -.002 -.0191121 9 M9 1 881.237 3.886 18.058 -.001 0 01122 2 881.237 3.886 18.058 -.001 .045 -.011123 3 881.237 3.886 18.058 -.001 .09 -.0191124 4 881.237 3.886 18.058 -.001 .135 -.0291125 5 881.237 3.886 18.058 -.001 .181 -.0391126 9 M10 1 78.748 983.824 -.373 .009 .001 1.4841127 2 78.748 -647.426 -.373 .009 -.001 .2651128 3 80.867 -697.261 .304 .002 0 .351129 4 64.503 -330.285 .59 0 .001 -.3361130 5 58.065 -347.678 1.909 -.014 .011 -.0271131 9 M11 1 -421.1 5.091 -2.878 0 0 01132 2 -421.1 5.091 -2.878 0 -.007 -.0131133 3 -421.1 5.091 -2.878 0 -.014 -.0251134 4 -421.1 5.091 -2.878 0 -.022 -.0381135 5 -421.1 5.091 -2.878 0 -.029 -.0511136 9 M12 1 844.148 -1341.714 -4.532 .027 .013 -1.3431137 2 352.469 207.389 -1.927 0 .005 .2721138 3 -116.281 -17.611 -1.927 0 -.002 -.0841139 4 -577.804 -98.573 -1.834 0 -.007 -.041140 5 -1045.623 82.877 -2.44 .006 -.014 -.1071141 9 M13 1 548.994 14.558 6.684 0 0 01142 2 548.994 14.558 6.684 0 .017 -.0361143 3 548.994 14.558 6.684 0 .033 -.0731144 4 548.994 14.558 6.684 0 .05 -.1091145 5 548.994 14.558 6.684 0 .067 -.1461146 9 M14 1 22.891 -4.578 .777 .002 0 01147 2 22.891 -4.578 .777 .002 .002 .0111148 3 22.891 -4.578 .777 .002 .004 .0231149 4 22.891 -4.578 .777 .002 .006 .0341150 5 22.891 -4.578 .777 .002 .008 .0461151 9 M15 1 44.314 1.171 .404 0 0 01152 2 44.314 1.171 .404 0 .001 -.0031153 3 44.314 1.171 .404 0 .002 -.0061154 4 44.314 1.171 .404 0 .003 -.0091155 5 44.314 1.171 .404 0 .004 -.0121156 9 M16 1 362.136 -.24 .202 0 0 01157 2 362.136 -.24 .202 0 0 01158 3 362.136 -.24 .202 0 .001 .0011159 4 362.136 -.24 .202 0 .002 .0021160 5 362.136 -.24 .202 0 .002 .0021161 9 M17 1 144.038 7.228 -.092 .002 0 01162 2 144.038 7.228 -.092 .002 0 -.0181163 3 144.038 7.228 -.092 .002 0 -.0361164 4 144.038 7.228 -.092 .002 0 -.0541165 5 144.038 7.228 -.092 .002 0 -.0721166 9 M57 1 1613.856 1.318 -6.439 -.001 0 01167 2 1613.856 1.318 -6.439 -.001 -.016 -.0031168 3 1613.856 1.318 -6.439 -.001 -.032 -.0071169 4 1613.856 1.318 -6.439 -.001 -.048 -.011170 5 1613.856 1.318 -6.439 -.001 -.064 -.013

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1171 9 M58 1 1581.414 .677 2.119 -.001 0 01172 2 1581.414 .677 2.119 -.001 .005 -.0021173 3 1581.414 .677 2.119 -.001 .011 -.0031174 4 1581.414 .677 2.119 -.001 .016 -.0051175 5 1581.414 .677 2.119 -.001 .021 -.0071176 9 M67 1 1998.227 .286 -16.364 -.002 0 01177 2 1998.227 .286 -16.364 -.002 -.041 01178 3 1998.227 .286 -16.364 -.002 -.082 -.0011179 4 1998.227 .286 -16.364 -.002 -.123 -.0021180 5 1998.227 .286 -16.364 -.002 -.164 -.0031181 9 M76 1 1633.98 1.134 10.58 0 0 01182 2 1633.98 1.134 10.58 0 .026 -.0031183 3 1633.98 1.134 10.58 0 .053 -.0061184 4 1633.98 1.134 10.58 0 .079 -.0091185 5 1633.98 1.134 10.58 0 .106 -.0111186 9 M77 1 1576.439 .145 .107 -.002 0 01187 2 1576.439 .145 .107 -.002 0 01188 3 1576.439 .145 .107 -.002 0 01189 4 1576.439 .145 .107 -.002 0 -.0011190 5 1576.439 .145 .107 -.002 .001 -.0011191 9 M78 1 1502.213 .059 -17.103 -.002 0 01192 2 1502.213 .059 -17.103 -.002 -.043 01193 3 1502.213 .059 -17.103 -.002 -.086 01194 4 1502.213 .059 -17.103 -.002 -.128 01195 5 1502.213 .059 -17.103 -.002 -.171 01196 9 M110 1 934.584 -9.278 -.803 .002 0 01197 2 934.584 -9.278 -.803 .002 -.002 .0231198 3 934.584 -9.278 -.803 .002 -.004 .0461199 4 934.584 -9.278 -.803 .002 -.006 .071200 5 934.584 -9.278 -.803 .002 -.008 .0931201 9 M111 1 839.519 -13.652 -1.802 0 0 01202 2 839.519 -13.652 -1.802 0 -.005 .0341203 3 839.519 -13.652 -1.802 0 -.009 .0681204 4 839.519 -13.652 -1.802 0 -.014 .1021205 5 839.519 -13.652 -1.802 0 -.018 .1371206 9 M112 1 -93.225 -25.338 -.95 .002 0 01207 2 -93.225 -25.338 -.95 .002 -.002 .0631208 3 -93.225 -25.338 -.95 .002 -.005 .1271209 4 -93.225 -25.338 -.95 .002 -.007 .191210 5 -93.225 -25.338 -.95 .002 -.01 .2531211 9 M117 1 346.576 .045 -5.907 -.001 0 01212 2 346.576 .045 -5.907 -.001 -.015 01213 3 346.576 .045 -5.907 -.001 -.03 01214 4 346.576 .045 -5.907 -.001 -.044 01215 5 346.576 .045 -5.907 -.001 -.059 01216 10 M1 1 923.287 -706.762 11.505 .055 -.016 .9471217 2 1.289 816.932 .9 .055 .002 -.4991218 3 -8.894 -157.329 -.932 .055 0 -1.6961219 4 -8.894 -785.293 -.932 .055 -.003 .0711220 5 -1248.778 1874.868 26.234 .055 .026 .0411221 10 M2 1 -1024.969 -1426.316 -11.665 .008 .019 2.1231222 2 2.736 1508.49 .587 .008 -.001 -4.9161223 3 -17.99 3960.868 -.148 .008 0 4.2481224 4 4.908 -886.727 -.472 .008 0 .9091225 5 453.655 -409.82 .012 .008 0 .071226 10 M3 1 -163.432 -173.21 9.363 -.002 -.014 -1.5711227 2 3.223 971.074 -.488 -.002 .004 1.724

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1228 3 3.223 343.11 -.488 -.002 .002 -.741229 4 -3.465 -641.829 -.975 -.002 -.004 .4311230 5 484.962 -203.141 -.669 -.002 .004 -.331231 10 M4 1 -950.163 -417.959 4.799 -.003 -.007 .5561232 2 -21.972 -2574.395 -1.072 -.003 .002 -1.5931233 3 -.965 -1408.638 -.193 -.003 -.002 -4.3081234 4 -8.795 2817.267 .036 -.003 0 -1.9351235 5 503.236 -653.456 -6.347 -.003 -.009 1.8081236 10 M5 1 144.05 -.751 -4.776 -.002 0 01237 2 144.05 -.751 -4.776 -.002 -.012 .0021238 3 144.05 -.751 -4.776 -.002 -.024 .0041239 4 144.05 -.751 -4.776 -.002 -.036 .0061240 5 144.05 -.751 -4.776 -.002 -.048 .0081241 10 M6 1 122.842 841.514 .427 .005 -.002 .6551242 2 156.503 1450.003 .635 .003 -.002 1.6571243 3 156.503 -1404.684 .635 .003 .003 1.4931244 4 154.574 -1483.066 .603 .008 .005 1.8781245 5 142.01 -1432.301 .076 .008 .004 1.7881246 10 M7 1 298.47 3.509 2.735 0 0 01247 2 298.47 3.509 2.735 0 .007 -.0091248 3 298.47 3.509 2.735 0 .014 -.0181249 4 298.47 3.509 2.735 0 .021 -.0261250 5 298.47 3.509 2.735 0 .027 -.0351251 10 M8 1 -707.185 468.176 -5.223 .007 .019 .91252 2 -327.169 289.996 -3.912 -.006 .004 -.0311253 3 34.576 36.295 -2.08 -.024 -.006 -.4511254 4 386.139 -357.455 -2.08 -.024 -.014 .1511255 5 717.437 28.847 7.327 -.118 .001 .0771256 10 M9 1 1124.828 3.474 25.095 -.002 0 01257 2 1124.828 3.474 25.095 -.002 .063 -.0091258 3 1124.828 3.474 25.095 -.002 .125 -.0171259 4 1124.828 3.474 25.095 -.002 .188 -.0261260 5 1124.828 3.474 25.095 -.002 .251 -.0351261 10 M10 1 151.415 1700.134 -.325 .009 .002 2.5481262 2 151.415 -1154.553 -.325 .009 0 .571263 3 156.739 -1191.19 .309 .002 0 .5541264 4 133.841 -577.344 .633 0 .002 -.6351265 5 116.954 -669.757 2.109 -.015 .013 .1481266 10 M11 1 -450.664 5.661 -3.952 0 0 01267 2 -450.664 5.661 -3.952 0 -.01 -.0141268 3 -450.664 5.661 -3.952 0 -.02 -.0281269 4 -450.664 5.661 -3.952 0 -.03 -.0421270 5 -450.664 5.661 -3.952 0 -.04 -.0571271 10 M12 1 580.505 -1450.317 -6.033 .036 .014 -1.4921272 2 203.159 273.834 -2.409 0 .004 .2761273 3 -148.403 -119.916 -2.409 0 -.005 -.0131274 4 -493.277 -156.69 -1.922 -.005 -.01 -.0381275 5 -840.941 300.02 2.875 -.053 -.013 -.3141276 10 M13 1 780.053 20.264 9.407 0 0 01277 2 780.053 20.264 9.407 0 .024 -.0511278 3 780.053 20.264 9.407 0 .047 -.1011279 4 780.053 20.264 9.407 0 .071 -.1521280 5 780.053 20.264 9.407 0 .094 -.2031281 10 M14 1 140.049 -10.182 1.832 .002 0 01282 2 140.049 -10.182 1.832 .002 .005 .0251283 3 140.049 -10.182 1.832 .002 .009 .0511284 4 140.049 -10.182 1.832 .002 .014 .076

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1285 5 140.049 -10.182 1.832 .002 .018 .1021286 10 M15 1 187.421 2.784 -3.348 -.001 0 01287 2 187.421 2.784 -3.348 -.001 -.008 -.0071288 3 187.421 2.784 -3.348 -.001 -.017 -.0141289 4 187.421 2.784 -3.348 -.001 -.025 -.0211290 5 187.421 2.784 -3.348 -.001 -.033 -.0281291 10 M16 1 663.039 1.115 -1.448 0 0 01292 2 663.039 1.115 -1.448 0 -.004 -.0031293 3 663.039 1.115 -1.448 0 -.007 -.0061294 4 663.039 1.115 -1.448 0 -.011 -.0081295 5 663.039 1.115 -1.448 0 -.014 -.0111296 10 M17 1 356.976 6.688 -.488 .002 0 01297 2 356.976 6.688 -.488 .002 -.001 -.0171298 3 356.976 6.688 -.488 .002 -.002 -.0331299 4 356.976 6.688 -.488 .002 -.004 -.051300 5 356.976 6.688 -.488 .002 -.005 -.0671301 10 M57 1 2762.274 1.476 -16.887 -.001 0 01302 2 2762.274 1.476 -16.887 -.001 -.042 -.0041303 3 2762.274 1.476 -16.887 -.001 -.084 -.0071304 4 2762.274 1.476 -16.887 -.001 -.127 -.0111305 5 2762.274 1.476 -16.887 -.001 -.169 -.0151306 10 M58 1 2818.051 .635 5.324 -.001 0 01307 2 2818.051 .635 5.324 -.001 .013 -.0021308 3 2818.051 .635 5.324 -.001 .027 -.0031309 4 2818.051 .635 5.324 -.001 .04 -.0051310 5 2818.051 .635 5.324 -.001 .053 -.0061311 10 M67 1 3468.533 .324 -22.898 -.002 0 01312 2 3468.533 .324 -22.898 -.002 -.057 01313 3 3468.533 .324 -22.898 -.002 -.114 -.0021314 4 3468.533 .324 -22.898 -.002 -.172 -.0021315 5 3468.533 .324 -22.898 -.002 -.229 -.0031316 10 M76 1 2905.452 .527 12.565 0 0 01317 2 2905.452 .527 12.565 0 .031 -.0011318 3 2905.452 .527 12.565 0 .063 -.0031319 4 2905.452 .527 12.565 0 .094 -.0041320 5 2905.452 .527 12.565 0 .126 -.0051321 10 M77 1 2776.306 .032 1.929 -.002 0 01322 2 2776.306 .032 1.929 -.002 .005 01323 3 2776.306 .032 1.929 -.002 .01 01324 4 2776.306 .032 1.929 -.002 .014 01325 5 2776.306 .032 1.929 -.002 .019 01326 10 M78 1 2533.946 -.029 -30.565 -.002 0 01327 2 2533.946 -.029 -30.565 -.002 -.076 01328 3 2533.946 -.029 -30.565 -.002 -.153 01329 4 2533.946 -.029 -30.565 -.002 -.229 01330 5 2533.946 -.029 -30.565 -.002 -.306 01331 10 M110 1 1201.223 -10.363 -1.148 .003 0 01332 2 1201.223 -10.363 -1.148 .003 -.003 .0261333 3 1201.223 -10.363 -1.148 .003 -.006 .0521334 4 1201.223 -10.363 -1.148 .003 -.009 .0781335 5 1201.223 -10.363 -1.148 .003 -.011 .1041336 10 M111 1 916.678 -15.421 -2.476 .002 0 01337 2 916.678 -15.421 -2.476 .002 -.006 .0391338 3 916.678 -15.421 -2.476 .002 -.012 .0771339 4 916.678 -15.421 -2.476 .002 -.019 .1161340 5 916.678 -15.421 -2.476 .002 -.025 .1541341 10 M112 1 215.57 -28.454 1.312 .003 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1342 2 215.57 -28.454 1.312 .003 .003 .0711343 3 215.57 -28.454 1.312 .003 .007 .1421344 4 215.57 -28.454 1.312 .003 .01 .2131345 5 215.57 -28.454 1.312 .003 .013 .2851346 10 M117 1 929.231 -.179 -3.097 -.002 0 01347 2 929.231 -.179 -3.097 -.002 -.008 01348 3 929.231 -.179 -3.097 -.002 -.015 01349 4 929.231 -.179 -3.097 -.002 -.023 .0011350 5 929.231 -.179 -3.097 -.002 -.031 .0021351 11 M1 1 37.223 -659.723 13.58 .018 -.018 .6761352 2 2.535 634.659 .305 .018 .002 -.2191353 3 -9.11 -3.286 -.445 .018 .001 -1.411354 4 -9.11 -631.249 -.445 .018 0 -.221355 5 -381.472 524.668 5.113 .018 .003 .7451356 11 M2 1 -43.262 -769.827 -1.795 .012 .004 1.5211357 2 2.788 835.843 -.325 .012 -.002 -3.3011358 3 -13.415 2562.543 -.057 .012 0 3.0081359 4 3.66 -673.148 -.122 .012 0 .4561360 5 -219.73 -403.387 -.472 .012 -.002 .1611361 11 M3 1 315.931 -104.775 -1.099 .014 .005 -.8911362 2 .933 752.15 .187 .014 -.001 1.0141363 3 .933 124.186 .187 .014 0 -.6291364 4 -1.004 -649.946 -.297 .014 -.003 .6071365 5 -85.887 -88.761 -1.118 .014 .007 -.4651366 11 M4 1 -981.443 -672.386 -1.164 -.004 .001 -.0421367 2 -13.941 -1577.439 -.298 -.004 0 -.8791368 3 -.211 -800.754 -.112 -.004 0 -2.7991369 4 -5.687 1776.118 -.235 -.004 0 -1.1221370 5 769.927 -327.372 -1.477 -.004 -.002 .9961371 11 M5 1 74.871 -1.272 -6.543 -.001 0 01372 2 74.871 -1.272 -6.543 -.001 -.016 .0031373 3 74.871 -1.272 -6.543 -.001 -.033 .0061374 4 74.871 -1.272 -6.543 -.001 -.049 .011375 5 74.871 -1.272 -6.543 -.001 -.065 .0131376 11 M6 1 538.998 366.326 -.097 .006 0 .111377 2 311.37 842.031 .369 .003 -.001 .9861378 3 64.87 -789.219 .369 .002 .002 .7941379 4 -190.177 -859.745 .352 .005 .003 1.111380 5 -436.677 -811.842 .011 .005 .003 1.0011381 11 M7 1 246.446 2.33 1.787 0 0 01382 2 246.446 2.33 1.787 0 .004 -.0061383 3 246.446 2.33 1.787 0 .009 -.0121384 4 246.446 2.33 1.787 0 .013 -.0171385 5 246.446 2.33 1.787 0 .018 -.0231386 11 M8 1 56.386 297.941 -2.561 .005 .009 .6441387 2 79.709 239.21 -1.836 -.002 .002 .0291388 3 91.353 24.192 -1.087 -.009 -.003 -.3421389 4 91.353 -200.808 -1.087 -.009 -.007 -.0111390 5 68.624 -329.378 2.587 -.046 -.003 .6961391 11 M9 1 603.749 -3.272 9.87 -.001 0 01392 2 603.749 -3.272 9.87 -.001 .025 .0081393 3 603.749 -3.272 9.87 -.001 .049 .0161394 4 603.749 -3.272 9.87 -.001 .074 .0251395 5 603.749 -3.272 9.87 -.001 .099 .0331396 11 M10 1 -385.48 1022.19 .543 -.005 -.002 1.6841397 2 -138.98 -609.06 .543 -.005 .002 .1861398 3 112.945 -709.861 .057 0 .001 .366

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1399 4 342.37 -319.483 .122 0 .001 -.371400 5 577.961 -407.48 .904 -.009 .005 .1631401 11 M11 1 -269.664 3.109 -.854 0 0 01402 2 -269.664 3.109 -.854 0 -.002 -.0081403 3 -269.664 3.109 -.854 0 -.004 -.0161404 4 -269.664 3.109 -.854 0 -.006 -.0231405 5 -269.664 3.109 -.854 0 -.009 -.0311406 11 M12 1 -90.428 -822.521 -2.36 .007 .007 -.841407 2 -104.266 173.772 -1.475 -.002 .002 .1641408 3 -104.266 -51.228 -1.475 -.002 -.004 -.0661409 4 -102.329 -130.059 -.991 -.007 -.006 .0431410 5 -96.957 500.777 5.618 -.073 -.004 -.4421411 11 M13 1 96.43 22.73 3.674 0 0 01412 2 96.43 22.73 3.674 0 .009 -.0571413 3 96.43 22.73 3.674 0 .018 -.1141414 4 96.43 22.73 3.674 0 .028 -.171415 5 96.43 22.73 3.674 0 .037 -.2271416 11 M14 1 9.981 -11.644 .749 .001 0 01417 2 9.981 -11.644 .749 .001 .002 .0291418 3 9.981 -11.644 .749 .001 .004 .0581419 4 9.981 -11.644 .749 .001 .006 .0871420 5 9.981 -11.644 .749 .001 .007 .1161421 11 M15 1 299.093 3.441 -4.601 0 0 01422 2 299.093 3.441 -4.601 0 -.012 -.0091423 3 299.093 3.441 -4.601 0 -.023 -.0171424 4 299.093 3.441 -4.601 0 -.035 -.0261425 5 299.093 3.441 -4.601 0 -.046 -.0341426 11 M16 1 556.743 1.931 -2.007 0 0 01427 2 556.743 1.931 -2.007 0 -.005 -.0051428 3 556.743 1.931 -2.007 0 -.01 -.011429 4 556.743 1.931 -2.007 0 -.015 -.0141430 5 556.743 1.931 -2.007 0 -.02 -.0191431 11 M17 1 146.169 1.937 -.485 .001 0 01432 2 146.169 1.937 -.485 .001 -.001 -.0051433 3 146.169 1.937 -.485 .001 -.002 -.011434 4 146.169 1.937 -.485 .001 -.004 -.0151435 5 146.169 1.937 -.485 .001 -.005 -.0191436 11 M57 1 1543.253 .782 -10.908 0 0 01437 2 1543.253 .782 -10.908 0 -.027 -.0021438 3 1543.253 .782 -10.908 0 -.055 -.0041439 4 1543.253 .782 -10.908 0 -.082 -.0061440 5 1543.253 .782 -10.908 0 -.109 -.0081441 11 M58 1 1530.449 -.485 5.425 -.001 0 01442 2 1530.449 -.485 5.425 -.001 .014 .0011443 3 1530.449 -.485 5.425 -.001 .027 .0021444 4 1530.449 -.485 5.425 -.001 .041 .0041445 5 1530.449 -.485 5.425 -.001 .054 .0051446 11 M67 1 2021.629 .065 -17.075 0 0 01447 2 2021.629 .065 -17.075 0 -.043 01448 3 2021.629 .065 -17.075 0 -.085 01449 4 2021.629 .065 -17.075 0 -.128 01450 5 2021.629 .065 -17.075 0 -.171 01451 11 M76 1 1679.153 .341 8.124 0 0 01452 2 1679.153 .341 8.124 0 .02 01453 3 1679.153 .341 8.124 0 .041 -.0021454 4 1679.153 .341 8.124 0 .061 -.0031455 5 1679.153 .341 8.124 0 .081 -.003

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1456 11 M77 1 1560.724 .017 .422 -.001 0 01457 2 1560.724 .017 .422 -.001 .001 01458 3 1560.724 .017 .422 -.001 .002 01459 4 1560.724 .017 .422 -.001 .003 01460 5 1560.724 .017 .422 -.001 .004 01461 11 M78 1 1439.975 -.095 -20.293 -.001 0 01462 2 1439.975 -.095 -20.293 -.001 -.051 01463 3 1439.975 -.095 -20.293 -.001 -.101 01464 4 1439.975 -.095 -20.293 -.001 -.152 01465 5 1439.975 -.095 -20.293 -.001 -.203 01466 11 M110 1 708.854 -5.118 -.332 0 0 01467 2 708.854 -5.118 -.332 0 0 .0131468 3 708.854 -5.118 -.332 0 -.002 .0261469 4 708.854 -5.118 -.332 0 -.002 .0381470 5 708.854 -5.118 -.332 0 -.003 .0511471 11 M111 1 512.438 -8.721 -.552 0 0 01472 2 512.438 -8.721 -.552 0 -.001 .0221473 3 512.438 -8.721 -.552 0 -.003 .0441474 4 512.438 -8.721 -.552 0 -.004 .0651475 5 512.438 -8.721 -.552 0 -.006 .0871476 11 M112 1 166.27 -23.323 .724 .002 0 01477 2 166.27 -23.323 .724 .002 .002 .0581478 3 166.27 -23.323 .724 .002 .004 .1171479 4 166.27 -23.323 .724 .002 .005 .1751480 5 166.27 -23.323 .724 .002 .007 .2331481 11 M117 1 666.981 -.37 1.421 -.001 0 01482 2 666.981 -.37 1.421 -.001 .004 01483 3 666.981 -.37 1.421 -.001 .007 .0021484 4 666.981 -.37 1.421 -.001 .011 .0031485 5 666.981 -.37 1.421 -.001 .014 .0041486 12 M1 1 94.855 -1272.651 11.543 .027 -.017 .631487 2 4.141 864.282 .918 .027 .003 -.3321488 3 -11.341 -100.298 -.893 .027 .002 -1.7191489 4 -11.341 -728.262 -.893 .027 -.001 -.1651490 5 -469.266 1001.734 14.576 .027 .012 .6471491 12 M2 1 -418.758 -1122.618 -3.395 .012 .006 2.3931492 2 4.011 1452.857 -.197 .012 -.002 -4.9631493 3 -18.409 4002.741 .005 .012 0 4.3211494 4 5.022 -862.406 -.153 .012 0 .7791495 5 -73.767 -466.599 -.54 .012 -.002 .2641496 12 M3 1 418.931 -93.955 2.155 .019 0 -1.181497 2 1.311 873.815 .144 .019 0 1.3281498 3 1.311 245.852 .144 .019 0 -.7711499 4 -1.409 -740.685 -.637 .019 -.003 .7711500 5 -121.373 -169.817 -3.849 .019 .006 -.5911501 12 M4 1 -1065.727 -986.409 -2.88 0 .004 -.0071502 2 -22.624 -2498.883 -.375 0 0 -1.5071503 3 -1.083 -1408.696 -.226 0 0 -4.3331504 4 -7.506 2803.2 .039 0 0 -1.9271505 5 711.969 -419.89 -1.027 0 -.002 1.61506 12 M5 1 130.087 -1.628 -10.09 -.002 0 01507 2 130.087 -1.628 -10.09 -.002 -.025 .0041508 3 130.087 -1.628 -10.09 -.002 -.05 .0081509 4 130.087 -1.628 -10.09 -.002 -.076 .0121510 5 130.087 -1.628 -10.09 -.002 -.101 .0161511 12 M6 1 445.677 650.457 -.258 .008 .002 .2241512 2 291.361 1452.57 .377 .003 -.001 1.654

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1513 3 106.486 -1402.117 .377 .002 .002 1.4721514 4 -91.277 -1492.285 .441 .001 .003 1.9211515 5 -276.152 -1407.641 .509 0 .006 1.6711516 12 M7 1 457.16 .141 7.015 .001 0 01517 2 457.16 .141 7.015 .001 .018 01518 3 457.16 .141 7.015 .001 .035 01519 4 457.16 .141 7.015 .001 .053 -.0011520 5 457.16 .141 7.015 .001 .07 -.0011521 12 M8 1 20.141 317.052 -5.59 .027 .016 .6281522 2 47.083 333.494 -3.022 .001 0 .071523 3 62.565 70.11 -1.211 -.017 -.006 -.4481524 4 62.565 -323.64 -1.211 -.017 -.011 .0271525 5 36.172 -276.76 5.939 -.088 .001 .6141526 12 M9 1 916.712 -1.895 18.954 -.002 0 01527 2 916.712 -1.895 18.954 -.002 .047 .0051528 3 916.712 -1.895 18.954 -.002 .095 .0091529 4 916.712 -1.895 18.954 -.002 .142 .0141530 5 916.712 -1.895 18.954 -.002 .19 .0191531 12 M10 1 -196.757 1728.908 .361 -.002 0 2.6971532 2 -11.882 -1125.779 .361 -.002 .002 .5111533 3 180.798 -1200.64 .124 0 .001 .5661534 4 342.241 -569.242 .282 -.001 .002 -.6611535 5 506.877 -714.609 1.356 -.012 .009 .2911536 12 M11 1 -337.087 4.174 -2.434 0 0 01537 2 -337.087 4.174 -2.434 0 -.006 -.011538 3 -337.087 4.174 -2.434 0 -.012 -.0211539 4 -337.087 4.174 -2.434 0 -.018 -.0311540 5 -337.087 4.174 -2.434 0 -.024 -.0421541 12 M12 1 -120.427 -1060.922 -4.404 .022 .01 -1.1141542 2 -139.392 248.621 -2.071 -.002 .002 .1951543 3 -139.392 -145.129 -2.071 -.002 -.006 .0011544 4 -136.672 -180.305 -1.289 -.01 -.009 .0251545 5 -129.442 613.445 8.919 -.112 -.005 -.5661546 12 M13 1 440.629 26.393 7.15 -.001 0 01547 2 440.629 26.393 7.15 -.001 .018 -.0661548 3 440.629 26.393 7.15 -.001 .036 -.1321549 4 440.629 26.393 7.15 -.001 .054 -.1981550 5 440.629 26.393 7.15 -.001 .071 -.2641551 12 M14 1 130.367 -15.482 1.811 .002 0 01552 2 130.367 -15.482 1.811 .002 .005 .0391553 3 130.367 -15.482 1.811 .002 .009 .0771554 4 130.367 -15.482 1.811 .002 .014 .1161555 5 130.367 -15.482 1.811 .002 .018 .1551556 12 M15 1 378.506 4.486 -7.102 -.001 0 01557 2 378.506 4.486 -7.102 -.001 -.018 -.0111558 3 378.506 4.486 -7.102 -.001 -.036 -.0221559 4 378.506 4.486 -7.102 -.001 -.053 -.0341560 5 378.506 4.486 -7.102 -.001 -.071 -.0451561 12 M16 1 808.994 2.743 -3.105 0 0 01562 2 808.994 2.743 -3.105 0 -.008 -.0071563 3 808.994 2.743 -3.105 0 -.016 -.0141564 4 808.994 2.743 -3.105 0 -.023 -.0211565 5 808.994 2.743 -3.105 0 -.031 -.0271566 12 M17 1 358.574 2.72 -.782 .001 0 01567 2 358.574 2.72 -.782 .001 -.002 -.0071568 3 358.574 2.72 -.782 .001 -.004 -.0141569 4 358.574 2.72 -.782 .001 -.006 -.02

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1570 5 358.574 2.72 -.782 .001 -.008 -.0271571 12 M57 1 2709.321 1.074 -20.239 0 0 01572 2 2709.321 1.074 -20.239 0 -.051 -.0031573 3 2709.321 1.074 -20.239 0 -.101 -.0051574 4 2709.321 1.074 -20.239 0 -.152 -.0081575 5 2709.321 1.074 -20.239 0 -.202 -.0111576 12 M58 1 2779.827 -.237 7.804 -.002 0 01577 2 2779.827 -.237 7.804 -.002 .02 01578 3 2779.827 -.237 7.804 -.002 .039 .0011579 4 2779.827 -.237 7.804 -.002 .059 .0021580 5 2779.827 -.237 7.804 -.002 .078 .0021581 12 M67 1 3486.085 .158 -23.431 -.001 0 01582 2 3486.085 .158 -23.431 -.001 -.059 01583 3 3486.085 .158 -23.431 -.001 -.117 01584 4 3486.085 .158 -23.431 -.001 -.176 -.0011585 5 3486.085 .158 -23.431 -.001 -.234 -.0021586 12 M76 1 2939.331 -.068 10.723 0 0 01587 2 2939.331 -.068 10.723 0 .027 01588 3 2939.331 -.068 10.723 0 .054 01589 4 2939.331 -.068 10.723 0 .08 01590 5 2939.331 -.068 10.723 0 .107 01591 12 M77 1 2764.519 -.064 2.166 -.001 0 01592 2 2764.519 -.064 2.166 -.001 .005 01593 3 2764.519 -.064 2.166 -.001 .011 01594 4 2764.519 -.064 2.166 -.001 .016 01595 5 2764.519 -.064 2.166 -.001 .022 01596 12 M78 1 2487.266 -.145 -32.958 -.002 0 01597 2 2487.266 -.145 -32.958 -.002 -.082 01598 3 2487.266 -.145 -32.958 -.002 -.165 01599 4 2487.266 -.145 -32.958 -.002 -.247 .0011600 5 2487.266 -.145 -32.958 -.002 -.33 .0011601 12 M110 1 1031.926 -7.243 -.795 .002 0 01602 2 1031.926 -7.243 -.795 .002 -.002 .0181603 3 1031.926 -7.243 -.795 .002 -.004 .0361604 4 1031.926 -7.243 -.795 .002 -.006 .0541605 5 1031.926 -7.243 -.795 .002 -.008 .0721606 12 M111 1 671.367 -11.723 -1.538 .001 0 01607 2 671.367 -11.723 -1.538 .001 -.004 .0291608 3 671.367 -11.723 -1.538 .001 -.008 .0591609 4 671.367 -11.723 -1.538 .001 -.012 .0881610 5 671.367 -11.723 -1.538 .001 -.015 .1171611 12 M112 1 410.191 -26.943 2.567 .003 0 01612 2 410.191 -26.943 2.567 .003 .006 .0671613 3 410.191 -26.943 2.567 .003 .013 .1351614 4 410.191 -26.943 2.567 .003 .019 .2021615 5 410.191 -26.943 2.567 .003 .026 .2691616 12 M117 1 1169.535 -.49 2.399 -.002 0 01617 2 1169.535 -.49 2.399 -.002 .006 .0011618 3 1169.535 -.49 2.399 -.002 .012 .0021619 4 1169.535 -.49 2.399 -.002 .018 .0041620 5 1169.535 -.49 2.399 -.002 .024 .0051621 13 M1 1 1128.687 454.95 12.013 .049 -.014 .9091622 2 -2.468 321.104 .103 .049 .001 -.371623 3 -2.399 -81.12 -.288 .049 0 -.8361624 4 -2.399 -457.898 -.288 .049 -.001 .1751625 5 -1294.139 1413.391 15.341 .049 .015 -.2951626 13 M2 1 -646.107 -852.06 -11.845 .003 .019 .563

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1627 2 -.098 573.068 .798 .003 0 -1.9251628 3 -7.819 1478.256 -.24 .003 0 1.7061629 4 2.133 -439.83 -.502 .003 -.001 .471630 5 424.577 -157.48 .373 .003 .002 -.1881631 13 M3 1 -558.307 -170.659 7.451 -.018 -.012 -1.1651632 2 3.217 587.358 -.596 -.018 .004 1.1971633 3 3.217 210.58 -.596 -.018 .001 -.2991634 4 -3.459 -254.486 -.571 -.018 -.002 -.0661635 5 757.713 -116.109 3.974 -.018 .004 01636 13 M4 1 -652.305 276.959 10.096 -.007 -.015 .6551637 2 -7.727 -1034.775 -1.163 -.007 .002 -.631638 3 -.182 -483.709 -.014 -.007 -.002 -1.6511639 4 -5.161 1089.797 -.216 -.007 0 -.6831640 5 409.094 -541.447 -8.594 -.007 -.012 .8961641 13 M5 1 59.348 .176 2.446 0 0 01642 2 59.348 .176 2.446 0 .006 01643 3 59.348 .176 2.446 0 .012 01644 4 59.348 .176 2.446 0 .018 -.0011645 5 59.348 .176 2.446 0 .024 -.0021646 13 M6 1 88.025 449.259 .825 0 -.005 .5851647 2 103.391 501.756 .615 .002 -.002 .5941648 3 103.756 -476.994 .615 .004 .002 .5081649 4 103.756 -502.486 .462 .015 .004 .6031650 5 96.383 -522.444 -.664 .015 -.001 .7691651 13 M7 1 -82.938 6.648 -5.223 0 0 01652 2 -82.938 6.648 -5.223 0 -.013 -.0171653 3 -82.938 6.648 -5.223 0 -.026 -.0331654 4 -82.938 6.648 -5.223 0 -.039 -.051655 5 -82.938 6.648 -5.223 0 -.052 -.0661656 13 M8 1 -924.592 415.735 -.872 -.026 .009 .8211657 2 -438.802 80.32 -2.315 -.012 .006 -.1311658 3 29.879 -29.233 -1.924 -.016 0 -.2111659 4 498.629 -164.233 -1.924 -.016 -.008 .1521660 5 960.979 179.593 3.162 -.066 -.002 -.241661 13 M9 1 636.786 4.684 13.821 0 0 01662 2 636.786 4.684 13.821 0 .035 -.0121663 3 636.786 4.684 13.821 0 .069 -.0231664 4 636.786 4.684 13.821 0 .104 -.0351665 5 636.786 4.684 13.821 0 .138 -.0471666 13 M10 1 33.885 576.238 -.519 .01 .002 .8161667 2 33.885 -402.512 -.519 .01 -.002 .1871668 3 33.694 -414.432 .273 .002 0 .2051669 4 23.742 -203.533 .535 0 0 -.1821670 5 22.103 -177.662 1.631 -.011 .009 -.1151671 13 M11 1 -330.405 4.221 -2.834 0 0 01672 2 -330.405 4.221 -2.834 0 -.007 -.0111673 3 -330.405 4.221 -2.834 0 -.014 -.0211674 4 -330.405 4.221 -2.834 0 -.021 -.0321675 5 -330.405 4.221 -2.834 0 -.028 -.0421676 13 M12 1 868.377 -1114.16 -3.978 .027 .011 -1.1091677 2 379.79 137.923 -1.444 .001 .004 .2171678 3 -88.96 2.923 -1.444 .001 -.001 -.0471679 4 -551.035 -43.789 -1.469 .002 -.005 -.0551680 5 -1019.446 -41.58 -3.993 .027 -.013 .0051681 13 M13 1 478.826 6.4 5.086 0 0 01682 2 478.826 6.4 5.086 0 .013 -.0161683 3 478.826 6.4 5.086 0 .025 -.032

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1684 4 478.826 6.4 5.086 0 .038 -.0481685 5 478.826 6.4 5.086 0 .051 -.0641686 13 M14 1 25.446 .069 .391 .002 0 01687 2 25.446 .069 .391 .002 0 01688 3 25.446 .069 .391 .002 .002 01689 4 25.446 .069 .391 .002 .003 01690 5 25.446 .069 .391 .002 .004 01691 13 M15 1 -22.429 .263 1.743 0 0 01692 2 -22.429 .263 1.743 0 .004 01693 3 -22.429 .263 1.743 0 .009 -.0011694 4 -22.429 .263 1.743 0 .013 -.0021695 5 -22.429 .263 1.743 0 .017 -.0031696 13 M16 1 159.638 .076 .781 0 0 01697 2 159.638 .076 .781 0 .002 01698 3 159.638 .076 .781 0 .004 01699 4 159.638 .076 .781 0 .006 01700 5 159.638 .076 .781 0 .008 01701 13 M17 1 88.288 6.676 .025 .001 0 01702 2 88.288 6.676 .025 .001 0 -.0171703 3 88.288 6.676 .025 .001 0 -.0331704 4 88.288 6.676 .025 .001 0 -.051705 5 88.288 6.676 .025 .001 0 -.0671706 13 M57 1 1004.621 1.095 -1.64 -.001 0 01707 2 1004.621 1.095 -1.64 -.001 -.004 -.0031708 3 1004.621 1.095 -1.64 -.001 -.008 -.0051709 4 1004.621 1.095 -1.64 -.001 -.012 -.0081710 5 1004.621 1.095 -1.64 -.001 -.016 -.0111711 13 M58 1 966.83 .792 -.191 0 0 01712 2 966.83 .792 -.191 0 0 -.0021713 3 966.83 .792 -.191 0 0 -.0041714 4 966.83 .792 -.191 0 -.001 -.0061715 5 966.83 .792 -.191 0 -.002 -.0081716 13 M67 1 1189.649 .262 -9.952 -.002 0 01717 2 1189.649 .262 -9.952 -.002 -.025 01718 3 1189.649 .262 -9.952 -.002 -.05 -.0011719 4 1189.649 .262 -9.952 -.002 -.075 -.0021720 5 1189.649 .262 -9.952 -.002 -.1 -.0031721 13 M76 1 958.792 1.125 7.373 0 0 01722 2 958.792 1.125 7.373 0 .018 -.0031723 3 958.792 1.125 7.373 0 .037 -.0061724 4 958.792 1.125 7.373 0 .055 -.0081725 5 958.792 1.125 7.373 0 .074 -.0111726 13 M77 1 953.258 .153 -.365 -.002 0 01727 2 953.258 .153 -.365 -.002 0 01728 3 953.258 .153 -.365 -.002 -.002 01729 4 953.258 .153 -.365 -.002 -.003 -.0011730 5 953.258 .153 -.365 -.002 -.004 -.0021731 13 M78 1 918.39 .082 -9.471 -.002 0 01732 2 918.39 .082 -9.471 -.002 -.024 01733 3 918.39 .082 -9.471 -.002 -.047 01734 4 918.39 .082 -9.471 -.002 -.071 01735 5 918.39 .082 -9.471 -.002 -.095 01736 13 M110 1 684.213 -8.614 -.767 .001 0 01737 2 684.213 -8.614 -.767 .001 -.002 .0221738 3 684.213 -8.614 -.767 .001 -.004 .0431739 4 684.213 -8.614 -.767 .001 -.006 .0651740 5 684.213 -8.614 -.767 .001 -.008 .086

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1741 13 M111 1 702.87 -11.223 -1.766 0 0 01742 2 702.87 -11.223 -1.766 0 -.004 .0281743 3 702.87 -11.223 -1.766 0 -.009 .0561744 4 702.87 -11.223 -1.766 0 -.013 .0841745 5 702.87 -11.223 -1.766 0 -.018 .1121746 13 M112 1 -200.415 -17.04 -1.443 .001 0 01747 2 -200.415 -17.04 -1.443 .001 -.004 .0431748 3 -200.415 -17.04 -1.443 .001 -.007 .0851749 4 -200.415 -17.04 -1.443 .001 -.011 .1281750 5 -200.415 -17.04 -1.443 .001 -.014 .171751 13 M117 1 112.857 .128 -5.895 0 0 01752 2 112.857 .128 -5.895 0 -.015 01753 3 112.857 .128 -5.895 0 -.029 01754 4 112.857 .128 -5.895 0 -.044 01755 5 112.857 .128 -5.895 0 -.059 -.0011756 14 M1 1 24.111 -299.569 12.064 .012 -.015 .4881757 2 1.335 384.237 .127 .012 .002 -.1481758 3 -5.662 -5.078 -.236 .012 .001 -.8671759 4 -5.662 -381.856 -.236 .012 0 -.1411760 5 -254.789 249.211 -.204 .012 -.002 .5121761 14 M2 1 162.174 -447.129 -.818 .008 .002 .9221762 2 1.601 498.891 -.248 .008 -.001 -1.9871763 3 -8.377 1534.086 -.036 .008 0 1.8031764 4 2.286 -407.402 -.077 .008 0 .2971765 5 -278.653 -233.185 -.363 .008 -.001 .0691766 14 M3 1 218.176 -64.985 -2.159 .01 .006 -.6431767 2 .668 457.68 .247 .01 -.002 .6691768 3 .668 80.902 .247 .01 0 -.341769 4 -.718 -386.294 -.12 .01 -.002 .3871770 5 -50.735 -71.677 -.266 .01 .006 -.3491771 14 M4 1 -806.391 -480.975 -.143 -.004 0 -.0971772 2 -8.596 -934.093 -.233 -.004 0 -.5141773 3 -.025 -483.785 -.059 -.004 0 -1.6831774 4 -3.442 1071.04 -.213 -.004 0 -.6721775 5 687.404 -230.026 -1.502 -.004 -.003 .6191776 14 M5 1 40.731 -.994 -4.639 0 0 01777 2 40.731 -.994 -4.639 0 -.012 .0021778 3 40.731 -.994 -4.639 0 -.023 .0051779 4 40.731 -.994 -4.639 0 -.035 .0071780 5 40.731 -.994 -4.639 0 -.046 .011781 14 M6 1 518.472 194.516 -.088 .005 0 .011782 2 283.201 505.179 .271 .002 0 .5911783 3 36.751 -473.571 .271 .001 .001 .4761784 4 -214.666 -514.779 .245 .005 .002 .6611785 5 -461.166 -489.564 -.086 .005 .001 .6131786 14 M7 1 128.649 2.156 .483 0 0 01787 2 128.649 2.156 .483 0 .001 -.0051788 3 128.649 2.156 .483 0 .002 -.0111789 4 128.649 2.156 .483 0 .004 -.0161790 5 128.649 2.156 .483 0 .005 -.0221791 14 M8 1 45.175 214.237 -1.36 0 .005 .4581792 2 60.201 138.317 -1.129 -.002 .001 .0031793 3 67.197 15.854 -.765 -.006 -.002 -.2081794 4 67.197 -119.146 -.765 -.006 -.004 -.0141795 5 52.626 -227.884 1.311 -.026 -.003 .4751796 14 M9 1 359.297 -2.475 5.633 0 0 01797 2 359.297 -2.475 5.633 0 .014 .006

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1798 3 359.297 -2.475 5.633 0 .028 .0121799 4 359.297 -2.475 5.633 0 .042 .0191800 5 359.297 -2.475 5.633 0 .056 .0251801 14 M10 1 -430.344 614.604 .397 -.004 -.002 1.0161802 2 -183.844 -364.146 .397 -.004 .001 .1081803 3 65.772 -427.032 .026 0 0 .2211804 4 301.609 -192.731 .067 0 0 -.2171805 5 542 -237.464 .626 -.006 .004 .0751806 14 M11 1 -178.97 2.239 -.81 0 0 01807 2 -178.97 2.239 -.81 0 -.002 -.0061808 3 -178.97 2.239 -.81 0 -.004 -.0111809 4 -178.97 2.239 -.81 0 -.006 -.0171810 5 -178.97 2.239 -.81 0 -.008 -.0221811 14 M12 1 -66.199 -594.967 -1.805 .007 .005 -.6061812 2 -76.946 104.306 -.993 0 .001 .1091813 3 -76.946 -30.694 -.993 0 -.003 -.0291814 4 -75.56 -75.276 -.626 -.005 -.004 .0291815 5 -70.78 376.32 4.066 -.052 -.002 -.3311816 14 M13 1 26.262 14.572 2.076 0 0 01817 2 26.262 14.572 2.076 0 .005 -.0361818 3 26.262 14.572 2.076 0 .01 -.0731819 4 26.262 14.572 2.076 0 .016 -.1091820 5 26.262 14.572 2.076 0 .021 -.1461821 14 M14 1 12.537 -6.997 .363 0 0 01822 2 12.537 -6.997 .363 0 0 .0171823 3 12.537 -6.997 .363 0 .002 .0351824 4 12.537 -6.997 .363 0 .003 .0521825 5 12.537 -6.997 .363 0 .004 .071826 14 M15 1 232.35 2.533 -3.263 0 0 01827 2 232.35 2.533 -3.263 0 -.008 -.0061828 3 232.35 2.533 -3.263 0 -.016 -.0131829 4 232.35 2.533 -3.263 0 -.024 -.0191830 5 232.35 2.533 -3.263 0 -.033 -.0251831 14 M16 1 354.245 2.248 -1.429 0 0 01832 2 354.245 2.248 -1.429 0 -.004 -.0061833 3 354.245 2.248 -1.429 0 -.007 -.0111834 4 354.245 2.248 -1.429 0 -.011 -.0171835 5 354.245 2.248 -1.429 0 -.014 -.0221836 14 M17 1 90.418 1.385 -.367 0 0 01837 2 90.418 1.385 -.367 0 0 -.0031838 3 90.418 1.385 -.367 0 -.002 -.0071839 4 90.418 1.385 -.367 0 -.003 -.011840 5 90.418 1.385 -.367 0 -.004 -.0141841 14 M57 1 934.017 .559 -6.109 0 0 01842 2 934.017 .559 -6.109 0 -.015 -.0011843 3 934.017 .559 -6.109 0 -.031 -.0031844 4 934.017 .559 -6.109 0 -.046 -.0041845 5 934.017 .559 -6.109 0 -.061 -.0061846 14 M58 1 915.864 -.371 3.116 0 0 01847 2 915.864 -.371 3.116 0 .008 01848 3 915.864 -.371 3.116 0 .016 .0021849 4 915.864 -.371 3.116 0 .023 .0031850 5 915.864 -.371 3.116 0 .031 .0041851 14 M67 1 1213.051 .041 -10.663 0 0 01852 2 1213.051 .041 -10.663 0 -.027 01853 3 1213.051 .041 -10.663 0 -.053 01854 4 1213.051 .041 -10.663 0 -.08 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1855 5 1213.051 .041 -10.663 0 -.107 01856 14 M76 1 1003.965 .332 4.917 0 0 01857 2 1003.965 .332 4.917 0 .012 01858 3 1003.965 .332 4.917 0 .025 -.0021859 4 1003.965 .332 4.917 0 .037 -.0021860 5 1003.965 .332 4.917 0 .049 -.0031861 14 M77 1 937.542 .026 -.05 0 0 01862 2 937.542 .026 -.05 0 0 01863 3 937.542 .026 -.05 0 0 01864 4 937.542 .026 -.05 0 0 01865 5 937.542 .026 -.05 0 0 01866 14 M78 1 856.151 -.072 -12.661 0 0 01867 2 856.151 -.072 -12.661 0 -.032 01868 3 856.151 -.072 -12.661 0 -.063 01869 4 856.151 -.072 -12.661 0 -.095 01870 5 856.151 -.072 -12.661 0 -.127 01871 14 M110 1 458.483 -4.455 -.297 0 0 01872 2 458.483 -4.455 -.297 0 0 .0111873 3 458.483 -4.455 -.297 0 -.001 .0221874 4 458.483 -4.455 -.297 0 -.002 .0331875 5 458.483 -4.455 -.297 0 -.003 .0451876 14 M111 1 375.79 -6.292 -.516 0 0 01877 2 375.79 -6.292 -.516 0 -.001 .0161878 3 375.79 -6.292 -.516 0 -.003 .0311879 4 375.79 -6.292 -.516 0 -.004 .0471880 5 375.79 -6.292 -.516 0 -.005 .0631881 14 M112 1 59.08 -15.025 .232 .001 0 01882 2 59.08 -15.025 .232 .001 0 .0381883 3 59.08 -15.025 .232 .001 .001 .0751884 4 59.08 -15.025 .232 .001 .002 .1131885 5 59.08 -15.025 .232 .001 .002 .151886 14 M117 1 433.262 -.287 1.432 0 0 01887 2 433.262 -.287 1.432 0 .004 01888 3 433.262 -.287 1.432 0 .007 .0011889 4 433.262 -.287 1.432 0 .011 .0021890 5 433.262 -.287 1.432 0 .014 .003

Joint ReactionsLC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

1 1 N47 .094 895.973 -203.904 0 0 02 1 N48 .078 3769.179 6.203 0 0 03 1 N49 .051 3587.961 -12.771 0 0 04 1 N50 2.659 2128.08 -443.38 0 0 05 1 N52 .148 4479.286 -9.788 0 0 06 1 N51 -2.251 2863.187 516.558 0 0 07 1 N53 -.396 2976.011 131.876 0 0 08 1 N54 -9.037 2422.377 -2.116 0 0 09 1 N55 85.685 1917.486 -3.104 0 0 010 1 N19 251.451 2431.16 2.616 0 0 011 1 N118 -328.483 2115.506 17.809 0 0 012 1 COG (ft): X: 49.812 Y: 5.916 Z: 15.03213 2 N47 .141 816.089 -203.136 0 0 014 2 N48 -.038 3781.408 6.251 0 0 015 2 N49 .098 3577.261 -13.089 0 0 016 2 N50 2.418 2577.062 -437.188 0 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (Continued)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

17 2 N52 .19 4948.551 -10.056 0 0 018 2 N51 -2.243 2844.225 511.939 0 0 019 2 N53 -.446 3029.144 131.883 0 0 020 2 N54 20.639 2782.221 -2.922 0 0 021 2 N55 70.759 2050.209 -3.39 0 0 022 2 N19 263.706 2611.138 2.407 0 0 023 2 N118 -355.225 2218.898 17.3 0 0 024 2 COG (ft): X: 49.108 Y: 5.678 Z: 15.12725 3 N47 .268 1127.879 -314.216 0 0 026 3 N48 .645 5944.233 9.641 0 0 027 3 N49 .102 5609.561 -23.188 0 0 028 3 N50 4.867 3416.626 -746.953 0 0 029 3 N52 -.114 7045.744 -14.967 0 0 030 3 N51 -4.303 4160.738 866.632 0 0 031 3 N53 -.698 4662.72 190.168 0 0 032 3 N54 -109.363 3509.911 1.203 0 0 033 3 N55 142.851 2474.891 -5.324 0 0 034 3 N19 408.658 3325.816 3.694 0 0 035 3 N118 -442.913 3158.086 33.309 0 0 036 3 COG (ft): X: 52.375 Y: 6.976 Z: 15.16737 4 N47 .26 1009.989 -286.062 0 0 038 4 N48 .416 5409.641 8.818 0 0 039 4 N49 .124 5096.136 -20.822 0 0 040 4 N50 4.135 3431.226 -666.416 0 0 041 4 N52 -.017 6756.079 -13.873 0 0 042 4 N51 -3.784 3822.129 775.65 0 0 043 4 N53 -.66 4280.892 175.601 0 0 044 4 N54 -62.025 3507.91 -.231 0 0 045 4 N55 117.365 2435.082 -4.984 0 0 046 4 N19 378.547 3237.136 3.268 0 0 047 4 N118 -434.362 2974.985 29.051 0 0 048 4 COG (ft): X: 51.414 Y: 6.61 Z: 15.19549 5 N47 -10.766 348.878 -527.141 0 0 050 5 N48 -.204 3815.114 7.631 0 0 051 5 N49 1.147 3678.824 -13.051 0 0 052 5 N50 -12.183 1186.453 -890.868 0 0 053 5 N52 .326 4380.322 -12.104 0 0 054 5 N51 -15.079 3358.088 898.338 0 0 055 5 N53 -2.365 3237.066 520.023 0 0 056 5 N54 -1268.512 819.585 -15.842 0 0 057 5 N55 -837.794 1351.613 -3.285 0 0 058 5 N19 -535.294 3638.935 7.097 0 0 059 5 N118 -1579.276 3771.328 29.202 0 0 060 5 COG (ft): X: 49.812 Y: 5.916 Z: 15.03261 6 N47 -3.063 695.977 -1264.772 0 0 062 6 N48 -.3 3810.131 5.629 0 0 063 6 N49 .273 3519.275 -14.576 0 0 064 6 N50 .161 2669.98 -1465.489 0 0 065 6 N52 .279 4464.086 -11.652 0 0 066 6 N51 -.781 2781.391 -369.103 0 0 067 6 N53 -.464 3072.133 -557.392 0 0 068 6 N54 -13.42 1794.117 -21.759 0 0 069 6 N55 74.063 2157.483 -8.155 0 0 070 6 N19 397.117 2948.846 -6.395 0 0 071 6 N118 -453.863 1672.785 1.664 0 0 072 6 COG (ft): X: 49.812 Y: 5.916 Z: 15.03273 7 N47 -10.804 -9.512 -445.579 0 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (Continued)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

74 7 N48 -.236 2307.442 5.149 0 0 075 7 N49 1.127 2243.639 -7.943 0 0 076 7 N50 -13.247 335.221 -713.516 0 0 077 7 N52 .267 2588.608 -8.188 0 0 078 7 N51 -14.178 2212.814 691.715 0 0 079 7 N53 -2.207 2046.662 467.272 0 0 080 7 N54 -1264.898 -149.366 -14.996 0 0 081 7 N55 -872.068 584.619 -2.043 0 0 082 7 N19 -635.875 2666.471 6.05 0 0 083 7 N118 -1447.883 2925.125 22.079 0 0 084 7 COG (ft): X: 49.812 Y: 5.916 Z: 15.03285 8 N47 -3.1 337.588 -1183.21 0 0 086 8 N48 -.332 2302.459 3.148 0 0 087 8 N49 .253 2084.091 -9.467 0 0 088 8 N50 -.903 1818.749 -1288.137 0 0 089 8 N52 .219 2672.372 -7.737 0 0 090 8 N51 .119 1636.116 -575.727 0 0 091 8 N53 -.306 1881.729 -610.142 0 0 092 8 N54 -9.806 825.166 -20.913 0 0 093 8 N55 39.789 1390.489 -6.914 0 0 094 8 N19 296.536 1976.383 -7.441 0 0 095 8 N118 -322.47 826.582 -5.46 0 0 096 8 COG (ft): X: 49.812 Y: 5.916 Z: 15.03297 9 N47 -9.466 414.375 -488.443 0 0 098 9 N48 -.17 3809.615 7.46 0 0 099 9 N49 1.016 3667.946 -13.018 0 0 0100 9 N50 -10.407 1299.183 -837.296 0 0 0101 9 N52 .305 4392.17 -11.826 0 0 0102 9 N51 -13.543 3298.84 852.632 0 0 0103 9 N53 -2.129 3205.813 473.554 0 0 0104 9 N54 -1117.73 1011.468 -14.199 0 0 0105 9 N55 -727.236 1419.358 -3.263 0 0 0106 9 N19 -441.106 3494.342 6.56 0 0 0107 9 N118 -1429.533 3573.096 27.838 0 0 0108 9 COG (ft): X: 49.812 Y: 5.916 Z: 15.032109 10 N47 -6.91 648.791 -499.467 0 0 0110 10 N48 .229 5439.968 9.76 0 0 0111 10 N49 .848 5156.125 -21.007 0 0 0112 10 N50 -5.664 2809.553 -961.853 0 0 0113 10 N52 .101 6690.742 -15.402 0 0 0114 10 N51 -12.252 4148.869 1027.705 0 0 0115 10 N53 -1.96 4453.244 431.86 0 0 0116 10 N54 -893.545 2449.728 -9.293 0 0 0117 10 N55 -492.326 2061.487 -5.103 0 0 0118 10 N19 -140.871 4034.522 6.227 0 0 0119 10 N118 -1260.149 4068.177 36.573 0 0 0120 10 COG (ft): X: 51.414 Y: 6.61 Z: 15.195121 11 N47 -1.583 789.725 -767.49 0 0 0122 11 N48 -.123 3790.935 5.898 0 0 0123 11 N49 .169 3551.471 -13.73 0 0 0124 11 N50 1.332 2415.964 -986.375 0 0 0125 11 N52 .218 4471.211 -10.778 0 0 0126 11 N51 -1.47 2819.732 46.051 0 0 0127 11 N53 -.432 3027.076 -234.298 0 0 0128 11 N54 -11.366 2088.614 -12.552 0 0 0129 11 N55 79.511 2044.984 -5.787 0 0 0130 11 N19 328.836 2706.181 -2.171 0 0 0

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Company : Plump Engineering, Inc. July 10, 20171:38 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Joint Reactions (Continued)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

131 11 N118 -395.092 1880.311 9.232 0 0 0132 11 COG (ft): X: 49.812 Y: 5.916 Z: 15.032133 12 N47 -.997 930.303 -708.752 0 0 0134 12 N48 .265 5425.958 8.589 0 0 0135 12 N49 .213 5068.769 -21.541 0 0 0136 12 N50 3.14 3647.139 -1073.663 0 0 0137 12 N52 .035 6750.023 -14.615 0 0 0138 12 N51 -3.198 3789.538 422.769 0 0 0139 12 N53 -.687 4319.191 -99.029 0 0 0140 12 N54 -63.772 3257.588 -8.058 0 0 0141 12 N55 112.734 2530.706 -6.996 0 0 0142 12 N19 436.586 3443.401 -.322 0 0 0143 12 N118 -484.318 2798.588 22.618 0 0 0144 12 COG (ft): X: 51.414 Y: 6.61 Z: 15.195145 13 N47 -9.504 55.986 -406.882 0 0 0146 13 N48 -.202 2301.943 4.978 0 0 0147 13 N49 .996 2232.761 -7.909 0 0 0148 13 N50 -11.47 447.951 -659.944 0 0 0149 13 N52 .246 2600.455 -7.911 0 0 0150 13 N51 -12.642 2153.565 646.009 0 0 0151 13 N53 -1.971 2015.409 420.804 0 0 0152 13 N54 -1114.115 42.517 -13.353 0 0 0153 13 N55 -761.51 652.364 -2.021 0 0 0154 13 N19 -541.687 2521.878 5.514 0 0 0155 13 N118 -1298.14 2726.893 20.715 0 0 0156 13 COG (ft): X: 49.812 Y: 5.916 Z: 15.032157 14 N47 -1.621 431.336 -685.928 0 0 0158 14 N48 -.154 2283.263 3.417 0 0 0159 14 N49 .149 2116.287 -8.621 0 0 0160 14 N50 .268 1564.733 -809.023 0 0 0161 14 N52 .158 2679.497 -6.863 0 0 0162 14 N51 -.57 1674.458 -160.573 0 0 0163 14 N53 -.274 1836.672 -287.048 0 0 0164 14 N54 -7.751 1119.663 -11.705 0 0 0165 14 N55 45.237 1277.99 -4.546 0 0 0166 14 N19 228.256 1733.717 -3.217 0 0 0167 14 N118 -263.698 1034.108 2.108 0 0 0168 14 COG (ft): X: 49.812 Y: 5.916 Z: 15.032

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E. Lifting Model Design

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

5000

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:02 PMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39 N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83 N84

N85 N96

N97

N100

N101

N102

N107

N136

N137 N144 N145 N146 N147

N152

N153

N156

N157 N164 N165 N166 N167

N170

N171

N174

N175

Y

XZ

5001

Company : Plump Engineering, Inc. July 10, 20172:02 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 LIFT LUG 1"x5.63" Beam RECT A992 Typical 5.63 .469 14.871 1.6672 LIFTING MEM... W8x15 Beam Wide Flange A992 Typical 4.44 3.41 48 .1373 BASE TUBE HSS8x3x4 Beam SquareTube A500 Gr.B R... Typical 4.77 7.49 35.5 20.84 TUBE HSS3x3x2 Column SquareTube A500 Gr.B R... Typical 1.3 1.78 1.78 2.845 Door Frame HSS5x3x2 Column SquareTube A500 Gr.B R... Typical 1.77 2.75 6.03 6.02

RISA-3D Version 15.0.4 Page 6 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

5002

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:11 PMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83N84

N85N96

N97

N100

N101

N102

N107

N136

N137N144N145N146N147

N152

N153

N156

N157N164N165N166N167

N170

N171

N174

N175BASE TUBE

BASE TUBE

BASE TUBE

TUBE

LIFT LUG

TUBE

BASE TUBED

oor F

ram

e

BASE TUBE

TUBETU

BE

TUBE

BASE TUBE

TUBE

LIFTING MEMBER

Doo

r Fra

me

Doo

r Fra

me

BASE TUBE

Door Frame

BASE TUBE

TUBE

TUBE

TUBE

BASE TUBE

TUBE

LIFT LUG

Doo

r Fra

me

BASE TUBE

LIFT LUG

BASE TUBE

TUBE

TUBE

BASE TUBE

TUBE

BASE TUBETU

BETUBE

BASE TUBE

LIFTING MEMBERBASE TUBE

TUBE

TUBE

TUBE

TUBE

BASE TUBE

BASE TUBE

TUBE

LIFT

ING

STR

AP

TUBE

TUBE

TUBE

LIFT LUG

TUBE

BASE TUBE

TUBE

TUBE

BASE TUBE

TUBE

TUBE

TUBE

TUBE

TUBE

TUBE

BASE TUBE

TUBE

LIFT

ING

STR

AP

BASE TUBE

Doo

r Fra

me

LIFTING

STRAP

BASE TUBE

BASE TUBE

TUBE

TUBE

TUBE

Doo

r Fra

me

TUBE D

oor F

ram

e

Door Frame

TUBE

TUBE

LIFT ING

STR

AP

TUBE

TUBE

TUBE

TUBE

TUBE

TUBE

Doo

r Fra

me

TUBE

TUBE

TUBE

TUBE

Y

XZ

Section Sets

LIFT LUGLIFTING MEMBERBASE TUBETUBEDoor FrameBEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8WALLLIFTING STRAP

Loads: BLC 4, ELXEnvelope Only Solution

5003

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:11 PMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83N84

N85N96

N97

N100

N101

N102

N107

N136

N137N144N145N146N147

N152

N153

N156

N157N164N165N166N167

N170

N171

N174

N175 M18

M21

M18

M24

M37

M11

3

M18M

31

M21

M25M

70

M23

M18

M25

M34

M31

M30

M21

M44

M19

M25

M72

M26

M21

M23

M36M

30

M19

M39

M21

M25

M74

M19

M23

M21 M60

M27

M20

M35

M20

M11

5

M23

M32

M23

M20

M19

M22

M41

M96 M68

M27

M38

M23

M19

M32

M101

M20

M32

M29

M100

M96

M29

M96

M19M33

M40

M20

M59

M43

M20

M19

M29

M27

M10

2

M61

M10

4

M59

M62

M29

M28

M42

M10

2

M109

M10

2

M27

M108

M10

4M

61

M29

M10

4

M29

M27

Y

XZ

Loads: BLC 4, ELXEnvelope Only Solution

5004

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:11 PMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83N84

N85N96

N97

N100

N101

N102

N107

N136

N137N144N145N146N147

N152

N153

N156

N157N164N165N166N167

N170

N171

N174

N175 M18

M21

M18

M24

M37

M11

3

M18M

31

M21

M25M

70

M23

M18

M25

M34

M31

M30

M21

M44

M19

M25

M72

M26

M21

M23

M36M

30

M19

M39

M21

M25

M74

M19

M23

M21 M60

M27

M20

M35

M20

M11

5

M23

M32

M23

M20

M19

M22

M41

M96 M68

M27

M38

M23

M19

M32

M101

M20

M32

M29

M100

M96

M29

M96

M19M33

M40

M20

M59

M43

M20

M19

M29

M27

M10

2

M61

M10

4

M59

M62

M29

M28

M42

M10

2

M109

M10

2

M27

M108

M10

4M

61

M29

M10

4

M29

M27

-150lb/ft

-150lb/ft

-150lb/ft

-150lb/ft

-225lb/ft

-60lb/ft

-225lb/ft

-60lb/ft

Y

XZ

Loads: BLC 1, DLEnvelope Only Solution

5005

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:11 PMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83N84

N85N96

N97

N100

N101

N102

N107

N136

N137N144N145N146N147

N152

N153

N156

N157N164N165N166N167

N170

N171

N174

N175 M18

M21

M18

M24

M37

M11

3

M18M

31

M21

M25M

70

M23

M18

M25

M34

M31

M30

M21

M44

M19

M25

M72

M26

M21

M23

M36M

30

M19

M39

M21

M25

M74

M19

M23

M21 M60

M27

M20

M35

M20

M11

5

M23

M32

M23

M20

M19

M22

M41

M96 M68

M27

M38

M23

M19

M32

M101

M20

M32

M29

M100

M96

M29

M96

M19M33

M40

M20

M59

M43

M20

M19

M29

M27

M10

2

M61

M10

4

M59

M62

M29

M28

M42

M10

2

M109

M10

2

M27

M108

M10

4M

61

M29

M10

4

M29

M27

-110lb/ft

-110lb/ft

-110lb/ft

-110lb/ft-110lb/ft

Y

XZ

Loads: BLC 2, LLEnvelope Only Solution

5006

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 12, 2017 at 9:13 AMS.1703116 - Table Mountain.r3d

N20

N21

N22

N23

N24

N25

N26

N27

N28

N29

N30

N31

N32

N33

N34

N35

N36

N37

N38

N39N40

N41

N42

N43

N44

N45

N46

N56

N57

N78

N79

N80

N81

N82

N83N84

N85N96

N97

N100

N101

N102

N107

N136

N137N144N145N146N147

N152

N153

N156

N157N164N165N166N167

N170

N171

N174

N175 .12

.14

.12

.01

.83.0

2.12

.06

.14

.15.1

1

.48

.12

.15

.65

.06

.06

.14

.03

.57

.15

.06

.03

.14

.48

.92.0

6

.57

.88

.14

.15

.17

.57

.48

.14 .16

.57

.11

.69

.11

.06

.48

.19

.48

.11

.57

.06

NC

.20 .15

.57

.92

.48

.57

.19

.15

.11

.19

.82

.10

.20

.82

.20

.57

.08

NC

.11

.59

NC

.11

.57

.82

.57

.07

.34

.09

.59

.19

.82

.03

NC

.07

.06

.07

.57

.03

.09

.34

.82

.09

.82

.57

Y

XZ

Code Check( Env )

No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50

Member Code Checks Displayed (Enveloped)Envelope Only Solution

5007

Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

597YesYesYesYes144.120.50%YesYes332.2244YXZSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum Code

AISC 14th(360-10): ASDYes(Iterative)AISC 14th(360-10): ASDAISI S100-12: ASDAWC NDS-12: ASD< 100FACI 318-11ACI 530-13: ASDAA ADM1-10: ASD - Building

Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

RISA-3D Version 15.0.4 Page 7 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

5008

Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Footing Overturning Safety FactorOptimize for OTM/SlidingCheck Concrete BearingFooting Concrete Weight (k/ft^3)Footing Concrete f'c (ksi)Footing Concrete Ec (ksi)LambdaFooting Steel fy (ksi)Minimum SteelMaximum SteelFooting Top BarFooting Top Bar Cover (in)Footing Bottom BarFooting Bottom Bar Cover (in)Pedestal BarPedestal Bar Cover (in)Pedestal Ties

1NoNo.145436441600.00180.0075#61.5#63#61.5#4

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface(...

1 DL DL -1 362 LL LL 103 RLL RLL 244 ELX ELX 25 ELZ ELZ 26 WLX WLX 27 WLZ WLZ 2

RISA-3D Version 15.0.4 Page 8 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

5009

Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Solve P...... BLC Fa... BLC Fa...BLC F...BLC Fa... BLCF... BLC Fa...BLC Fa...BLC Fa... BLC Fa... ... ...

1 DL DL 12 DL+LL Yes DL 1 LL 13 DL+RLL DL 1 RLL 14 DL+0.75LL+0.75RLL DL 1 LL .75 RLL .755 DL+ELX DL 1 ELX 16 DL+ELZ DL 1 ELZ 17 0.6DL+ELX DL .6 ELX 18 0.6DL+ELZ DL .6 ELZ 19 DL+WLX DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL DL 1 LL .75 RLL .75 W... .7511 DL+WLZ DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL DL 1 LL .75 RLL .75 W... .7513 0.6DL+WLX DL .6 W... 114 0.6DL+WLZ DL .6 W... 115 DL DL 116 LL LL 117 RLL RLL 118 ELX ELX 1.419 ELZ ELZ 1.420 WLX W... 1.621 WLZ W... 1.622 1.25DL +1.25LL Yes DL 1.25 LL 1.2523 .9DL+1.4ELX DL .9 ELX 1.424 .9DL-1.4ELX DL .9 ELX -1.425 .9DL+1.4ELX DL .9 ELZ 1.426 .9DL-1.4ELX DL .9 ELZ-1.427 .9DL+1.6WLX DL .9 W... 1.628 .9DL-1.6WLX DL .9 W... -1.629 .9DL+1.6WLZ DL .9 W... 1.630 .9DL-1.6WLZ DL .9 W... -1.6

Member Distributed Loads (BLC 1 : DL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M4 Y -150 -150 0 02 M1 Y -150 -150 0 03 M2 Y -150 -150 0 04 M3 Y -150 -150 0 05 M6 Y -225 -225 0 06 M10 Y -225 -225 0 07 M8 Y -60 -60 0 08 M12 Y -60 -60 0 09 M18 Y -150 -150 0 010 M19 Y -150 -150 0 011 M20 Y -150 -150 0 012 M21 Y -150 -150 0 013 M23 Y -225 -225 0 014 M25 Y -60 -60 0 015 M27 Y -225 -225 0 016 M29 Y -60 -60 0 017 M46 Y -225 -225 0 018 M48 Y -60 -60 0 019 M50 Y -225 -225 0 020 M52 Y -60 -60 0 021 M80 Y -60 -60 0 0

RISA-3D Version 15.0.4 Page 9 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

5010

Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 1 : DL) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

22 M81 Y -60 -60 0 023 M82 Y -60 -60 0 024 M83 Y -60 -60 0 025 M84 Y -60 -60 0 026 M85 Y -60 -60 0 027 M86 Y -60 -60 0 028 M87 Y -60 -60 0 029 M88 Y -60 -60 0 030 M89 Y -60 -60 0 031 M90 Y -60 -60 0 032 M91 Y -60 -60 0 033 M92 Y -60 -60 0 034 M93 Y -60 -60 0 035 M94 Y -60 -60 0 036 M95 Y -60 -60 0 0

Member Distributed Loads (BLC 2 : LL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M19 Y -110 -110 12 16.52 M2 Y -110 -110 12 16.53 M3 Y -110 -110 .5 2.254 M3 Y -110 -110 12.75 14.55 M20 Y -110 -110 .5 2.256 M20 Y -110 -110 12.75 14.57 M1 Y -110 -110 2.75 6.258 M18 Y -110 -110 2.75 6.259 M4 Y -110 -110 0 3.510 M21 Y -110 -110 0 3.5

Member Distributed Loads (BLC 3 : RLL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Y -225 -225 0 02 M10 Y -225 -225 0 03 M12 Y -60 -60 0 04 M8 Y -60 -60 0 05 M46 Y -225 -225 0 06 M48 Y -60 -60 0 07 M50 Y -225 -225 0 08 M52 Y -60 -60 0 09 M80 Y -60 -60 0 010 M81 Y -60 -60 0 011 M82 Y -60 -60 0 012 M83 Y -60 -60 0 013 M84 Y -60 -60 0 014 M85 Y -60 -60 0 015 M86 Y -60 -60 0 016 M87 Y -60 -60 0 017 M88 Y -60 -60 0 018 M89 Y -60 -60 0 019 M90 Y -60 -60 0 020 M91 Y -60 -60 0 021 M92 Y -60 -60 0 022 M93 Y -60 -60 0 023 M94 Y -60 -60 0 024 M95 Y -60 -60 0 0

RISA-3D Version 15.0.4 Page 10 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

5011

Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 4 : ELX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 142 142 0 02 M12 X 142 142 0 0

Member Distributed Loads (BLC 5 : ELZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 64 64 0 02 M10 Z 64 64 0 0

Member Distributed Loads (BLC 6 : WLX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 125 125 0 02 M12 X 125 125 0 0

Member Distributed Loads (BLC 7 : WLZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 34 34 0 02 M10 Z 34 34 0 0

Member AISC 14th(360-10): ASD Steel Code ChecksLC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

1 2 M18 HSS8x3x4 .094 12.5 .026 2.813 y 34747.029 131389.... 12.345 26.397 2.145 H1-1b2 2 M19 HSS8x3x4 .459 21.75 .211 21.75 y 37184.692 131389.... 12.345 26.397 1 H1-1b3 2 M20 HSS8x3x4 .084 5.781 .026 14.375 y 34747.029 131389.... 12.345 26.397 1.409 H1-1b4 2 M21 HSS8x3x4 .112 7.25 .090 21.75 y 37184.692 131389.... 12.345 26.397 1 H1-1b5 2 M22 HSS3x3x2 .049 0 .021 0 z 17649.99535808.383 3.214 3.214 1.108 H1-1b6 2 M23 HSS3x3x2 .388 14.5 .105 14.5 y 29464.67535808.383 3.214 3.214 2.165 H1-1b7 2 M24 HSS3x3x2 .010 10 .025 0 z 17649.99535808.383 3.214 3.214 1.001 H1-1b8 2 M25 HSS3x3x2 .119 12.5 .061 12.5 y 27200.86635808.383 3.214 3.214 2.269 H1-1b9 2 M26 HSS3x3x2 .022 10 .025 0 z 17649.99535808.383 3.214 3.214 1.022 H1-1b10 2 M27 HSS3x3x2 .455 7.854 .221 29 y 22339.11335808.383 3.214 3.214 2.355 H1-1b11 2 M28 HSS3x3x2 .027 0 .016 0 y 17649.99535808.383 3.214 3.214 1.527 H1-1b12 2 M29 HSS3x3x2 .657 15 .255 15 y 35745.10835808.383 3.214 3.214 1.401 H1-1b13 2 M30 HSS5x3x2 .046 0 .035 9.063 y 25603.16948754.491 3.964 6.726 1.975 H1-1b14 2 M31 HSS5x3x2 .045 10 .027 9.063 y 25603.16948754.491 3.964 6.726 2.049 H1-1b15 2 M32 HSS3x3x2 .151 10 .063 9.167 y 17649.99535808.383 3.214 3.214 1.794 H1-1b16 2 M33 HSS3x3x2 .067 0 .006 0 y 17649.99535808.383 3.214 3.214 2.256 H1-1b17 2 M34 W8x15 .521 6.875 .004 .781 y 15819.408 132934.... 6.662 12.324 1.01 H1-1b18 2 M35 W8x15 .553 6.719 .004 13.438 y 15819.408 132934.... 6.662 12.344 1.011 H1-1b19 2 M36 1"x5.63" .738 0 .130 .833 y 154414.15 168562.... 3.512 19.771 1.667 H1-1b20 2 M37 1"x5.63" .666 0 .127 .833 y 154414.15 168562.... 3.512 19.771 1.663 H1-1b21 2 M38 1"x5.63" .739 0 .132 .833 y 154414.15 168562.... 3.512 19.771 1.669 H1-1b22 2 M39 1"x5.63" .705 0 .124 .833 y 154414.15 168562.... 3.512 19.771 1.665 H1-1b23 2 M44 HSS5x3x2 .023 6.234 .012 6.234 y 36759.05148754.491 3.964 6.726 2.1 H1-1b24 2 M59 HSS5x3x2 .472 0 .065 0 y 25603.16948754.491 3.964 6.726 2.204 H1-1b25 2 M60 HSS3x3x2 .127 0 .016 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b26 2 M61 HSS5x3x2 .274 6.979 .060 0 y 25603.16948754.491 3.964 6.726 2.08 H1-1b27 2 M62 HSS5x3x2 .151 0 .035 0 y 41218.43148754.491 3.964 6.726 2.253 H1-1b28 2 M68 HSS3x3x2 .116 0 .007 0 y 17649.99535808.383 3.214 3.214 2.181 H1-1b29 2 M70 HSS3x3x2 .085 10 .017 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b30 2 M72 HSS3x3x2 .051 10 .002 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b31 2 M74 HSS3x3x2 .137 10 .015 0 z 17649.99535808.383 3.214 3.214 1.004 H1-1b32 2 M96 HSS3x3x2 .158 0 .055 9.167 y 17649.99535808.383 3.214 3.214 1.863 H1-1b33 2 M100 HSS3x3x2 .079 1.833 .032 0 y 34967.00335808.383 3.214 3.214 2.226 H1-1b34 2 M101 HSS3x3x2 .120 1.833 .048 0 y 34967.00335808.383 3.214 3.214 2.26 H1-1b

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member AISC 14th(360-10): ASD Steel Code Checks (Continued)LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

35 2 M102 HSS3x3x2 .054 8.125 .014 0 y 17649.99535808.383 3.214 3.214 1.761 H1-1b36 2 M104 HSS3x3x2 .069 0 .026 9.167 y 17649.99535808.383 3.214 3.214 1.839 H1-1b37 2 M108 HSS3x3x2 .027 1.833 .015 1.833 y 34967.00335808.383 3.214 3.214 2.24 H1-1b38 2 M109 HSS3x3x2 .045 0 .023 1.833 y 34967.00335808.383 3.214 3.214 2.286 H1-1b39 2 M113 HSS3x3x2 .012 10 .009 0 y 17649.99535808.383 3.214 3.214 2.197 H1-1b40 2 M115 HSS3x3x2 .050 10 .031 0 z 17649.99535808.383 3.214 3.214 1.018 H1-1b41 22 M18 HSS8x3x4 .117 12.5 .032 2.813 y 34747.029 131389.... 12.345 26.397 2.145 H1-1b42 22 M19 HSS8x3x4 .574 21.75 .264 21.75 y 37184.692 131389.... 12.345 26.397 1 H1-1b43 22 M20 HSS8x3x4 .105 5.781 .033 14.375 y 34747.029 131389.... 12.345 26.397 1.409 H1-1b44 22 M21 HSS8x3x4 .139 7.25 .112 21.75 y 37184.692 131389.... 12.345 26.397 1 H1-1b45 22 M22 HSS3x3x2 .061 0 .026 0 z 17649.99535808.383 3.214 3.214 1.108 H1-1b46 22 M23 HSS3x3x2 .485 14.5 .131 14.5 y 29464.67535808.383 3.214 3.214 2.165 H1-1b47 22 M24 HSS3x3x2 .013 10 .031 0 z 17649.99535808.383 3.214 3.214 1.001 H1-1b48 22 M25 HSS3x3x2 .148 12.5 .076 12.5 y 27200.86635808.383 3.214 3.214 2.269 H1-1b49 22 M26 HSS3x3x2 .028 10 .031 0 z 17649.99535808.383 3.214 3.214 1.022 H1-1b50 22 M27 HSS3x3x2 .568 7.854 .277 29 y 22339.11335808.383 3.214 3.214 2.355 H1-1b51 22 M28 HSS3x3x2 .033 0 .020 0 y 17649.99535808.383 3.214 3.214 1.527 H1-1b52 22 M29 HSS3x3x2 .822 15 .318 15 y 35745.10835808.383 3.214 3.214 1.401 H1-1b53 22 M30 HSS5x3x2 .058 0 .044 9.063 y 25603.16948754.491 3.964 6.726 1.975 H1-1b54 22 M31 HSS5x3x2 .056 10 .033 9.063 y 25603.16948754.491 3.964 6.726 2.049 H1-1b55 22 M32 HSS3x3x2 .189 10 .078 9.167 y 17649.99535808.383 3.214 3.214 1.794 H1-1b56 22 M33 HSS3x3x2 .084 0 .007 0 y 17649.99535808.383 3.214 3.214 2.256 H1-1b57 22 M34 W8x15 .651 6.875 .004 .781 y 15819.408 132934.... 6.662 12.324 1.01 H1-1b58 22 M35 W8x15 .691 6.719 .005 13.438 y 15819.408 132934.... 6.662 12.344 1.011 H1-1b59 22 M36 1"x5.63" .922 0 .163 .833 y 154414.15 168562.... 3.512 19.771 1.667 H1-1b60 22 M37 1"x5.63" .833 0 .158 .833 y 154414.15 168562.... 3.512 19.771 1.663 H1-1b61 22 M38 1"x5.63" .924 0 .166 .833 y 154414.15 168562.... 3.512 19.771 1.669 H1-1b62 22 M39 1"x5.63" .882 0 .155 .833 y 154414.15 168562.... 3.512 19.771 1.665 H1-1b63 22 M44 HSS5x3x2 .029 6.234 .015 6.234 y 36759.05148754.491 3.964 6.726 2.1 H1-1b64 22 M59 HSS5x3x2 .590 0 .081 0 y 25603.16948754.491 3.964 6.726 2.204 H1-1b65 22 M60 HSS3x3x2 .159 0 .021 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b66 22 M61 HSS5x3x2 .342 6.979 .074 0 y 25603.16948754.491 3.964 6.726 2.08 H1-1b67 22 M62 HSS5x3x2 .189 0 .044 0 y 41218.43148754.491 3.964 6.726 2.253 H1-1b68 22 M68 HSS3x3x2 .145 0 .008 0 y 17649.99535808.383 3.214 3.214 2.181 H1-1b69 22 M70 HSS3x3x2 .107 10 .022 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b70 22 M72 HSS3x3x2 .064 10 .003 0 z 17649.99535808.383 3.214 3.214 1.002 H1-1b71 22 M74 HSS3x3x2 .172 10 .018 0 z 17649.99535808.383 3.214 3.214 1.004 H1-1b72 22 M96 HSS3x3x2 .198 0 .068 9.167 y 17649.99535808.383 3.214 3.214 1.863 H1-1b73 22 M100 HSS3x3x2 .099 1.833 .040 0 y 34967.00335808.383 3.214 3.214 2.226 H1-1b74 22 M101 HSS3x3x2 .150 1.833 .060 0 y 34967.00335808.383 3.214 3.214 2.26 H1-1b75 22 M102 HSS3x3x2 .068 8.125 .018 0 y 17649.99535808.383 3.214 3.214 1.761 H1-1b76 22 M104 HSS3x3x2 .086 0 .033 9.167 y 17649.99535808.383 3.214 3.214 1.839 H1-1b77 22 M108 HSS3x3x2 .033 1.833 .019 1.833 y 34967.00335808.383 3.214 3.214 2.24 H1-1b78 22 M109 HSS3x3x2 .057 0 .028 1.833 y 34967.00335808.383 3.214 3.214 2.286 H1-1b79 22 M113 HSS3x3x2 .015 10 .012 0 y 17649.99535808.383 3.214 3.214 2.197 H1-1b80 22 M115 HSS3x3x2 .063 10 .039 0 z 17649.99535808.383 3.214 3.214 1.018 H1-1b

Member Section ForcesLC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1 2 M18 1 -365.106 -301.375 2.88 .162 -.163 -.9912 2 -709.143 581.668 .785 .087 -.099 -.1233 3 -941.926 -131.177 -11.477 0 -.105 -.8714 4 -941.926 -759.14 -11.477 0 -.148 .7985 5 -368.221 919.389 -1.826 .007 -.239 -1.1776 2 M19 1 594.74 186.461 66.322 -1.167 .08 .826

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

7 2 2116.35 7048.924 -37.722 -1.167 -.655 3.8828 3 2219.621 -369.028 .146 .029 -.264 -2.7839 4 2125.015 5757.535 -275.837 1.502 .691 9.88410 5 247.92 -6300.3 -95.355 .724 -.085 -.49911 2 M20 1 -399.358 454.47 -4.559 -.006 -.056 .02212 2 -474.232 330.052 -8.295 -.006 -.014 -1.78713 3 -474.232 -297.911 -8.295 -.006 -.045 -1.84714 4 -783.999 -788.209 -18.899 -.103 -.098 -.23415 5 -587.698 126.148 -31.133 -.162 -.269 1.32516 2 M21 1 278.51 524.305 14.302 -.777 -.037 .16917 2 2399.892 645.308 .537 -.974 .558 .89918 3 2399.892 -568.754 .537 .105 -.307 .62119 4 2344.295 -645.379 .383 1.078 .393 .86720 5 711.842 -634.482 -3.379 1.078 .368 1.03221 2 M22 1 483.863 -2.185 -6.296 .054 .022 -.0922 2 471.968 -2.185 -6.296 .054 .007 -.08423 3 460.074 -2.185 -6.296 .054 -.009 -.07924 4 448.18 -2.185 -6.296 .054 -.025 -.07325 5 436.286 -2.185 -6.296 .054 -.041 -.06826 2 M23 1 -255.602 362.148 -2.747 -.021 .107 .12327 2 -913.059 794.553 -.073 -.051 -.123 .80428 3 -913.059 -871.19 -.073 -.051 -.123 1.08129 4 -854.196 838.132 .581 .049 -.117 1.01330 5 -493.414 -827.611 .581 -.035 .056 .97131 2 M24 1 -16.998 -.002 1.132 -.066 .008 -.01132 2 -28.892 -.002 1.132 -.066 .011 -.01133 3 -40.786 -.002 1.132 -.066 .014 -.01134 4 -52.68 -.002 1.132 -.066 .017 -.01135 5 -64.574 -.002 1.132 -.066 .019 -.01136 2 M25 1 185.738 103.563 -.883 .074 .156 .09837 2 328.878 78.911 -.274 .01 .069 -.03438 3 485.142 117.012 -.2 -.026 .031 -.00739 4 485.142 -125.83 -.2 -.026 .03 .00940 5 191.72 -.845 .391 -.107 .137 .0141 2 M26 1 72.775 -.05 1.474 .066 .044 .00942 2 60.881 -.05 1.474 .066 .048 .00943 3 48.987 -.05 1.474 .066 .052 .00944 4 37.093 -.05 1.474 .066 .056 .00945 5 25.199 -.05 1.474 .066 .059 .00946 2 M27 1 -463.514 876.448 -.357 .037 .014 1.04347 2 -463.514 -789.295 -.357 .037 .011 .72848 3 -809.897 -587.345 -.012 -.033 -.139 .11649 4 -727.754 -429.774 -.158 .02 -.049 -.16750 5 -133.894 -1573.368 41.652 -.177 .203 -.38651 2 M28 1 -103.002 5.154 .235 -.042 -.021 .0652 2 -114.896 5.154 .235 -.042 -.02 .04753 3 -126.791 5.154 .235 -.042 -.02 .03454 4 -138.685 5.154 .235 -.042 -.019 .02155 5 -150.579 5.154 .235 -.042 -.018 .00856 2 M29 1 131.583 1112.983 1.854 .067 .118 .85657 2 206.457 61.499 5.59 .03 .065 -.13958 3 206.457 -181.342 5.59 .03 .086 .08559 4 671.316 -123.345 5.232 -.035 .048 -.03160 5 475.015 -2213.604 17.465 -.098 .168 1.92361 2 M30 1 -388.018 53.559 -3.427 .057 .038 .2262 2 -404.213 53.559 -3.427 .057 .03 .08663 3 -420.407 53.559 -3.427 .057 .021 -.047

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

64 4 -436.601 53.559 -3.427 .057 .013 -.18165 5 -356.269 -217.105 .585 .103 .05 .02566 2 M31 1 -10.411 46.432 2.67 .002 -.016 .18867 2 -26.606 46.432 2.67 .002 -.009 .07268 3 -42.8 46.432 2.67 .002 -.003 -.04469 4 -58.994 46.432 2.67 .002 .004 -.16170 5 -10.032 -428.26 -.679 -.011 -.035 .24371 2 M32 1 -1109.037 -93.868 -2.606 .043 .015 -.38872 2 -1120.931 -93.868 -2.606 .043 .008 -.15373 3 -1132.825 -93.868 -2.606 .043 .002 .08174 4 -1144.719 -93.868 -2.606 .043 -.005 .31675 5 -1777.317 352.334 -2.345 .074 -.054 -.35376 2 M33 1 66.966 -37.204 -.151 .006 .016 -.19477 2 55.072 -37.204 -.151 .006 .016 -.10178 3 43.177 -37.204 -.151 .006 .016 -.00879 4 31.283 -37.204 -.151 .006 .015 .08580 5 19.389 -37.204 -.151 .006 .015 .17881 2 M34 1 1810.45 120.345 -8 -.001 .148 -5.0782 2 1810.45 63.689 -8 -.001 .118 -5.41583 3 1810.45 7.032 -8 -.001 .088 -5.54884 4 1810.45 -49.624 -8 -.001 .058 -5.46885 5 1810.45 -106.28 -8 -.001 .028 -5.17686 2 M35 1 1888.615 89.834 -6.495 -.002 -.044 -5.66487 2 1888.615 33.178 -6.495 -.002 -.068 -5.89488 3 1888.615 -23.479 -6.495 -.002 -.093 -5.91289 4 1888.615 -80.135 -6.495 -.002 -.117 -5.71890 5 1888.615 -136.791 -6.495 -.002 -.141 -5.31191 2 M36 1 1803.879 -8630.492 -1522.921 -.005 1.293 -7.19292 2 1803.879 -8634.482 -1522.921 -.005 .975 -5.39493 3 1803.879 -8638.471 -1522.921 -.005 .658 -3.59594 4 1803.879 -8642.461 -1522.921 -.005 .341 -1.79695 5 1803.879 -8646.451 -1522.921 -.005 .024 .00496 2 M37 1 1664.29 -7957.824 1486.967 -.021 -1.14 -6.65497 2 1664.29 -7961.814 1486.967 -.021 -.83 -4.99698 3 1664.29 -7965.803 1486.967 -.021 -.52 -3.33899 4 1664.29 -7969.793 1486.967 -.021 -.211 -1.678100 5 1664.29 -7973.783 1486.967 -.021 .099 -.018101 2 M38 1 1761.764 -8461.217 1493.656 .017 -1.326 -7.04102 2 1761.764 -8465.206 1493.656 .017 -1.015 -5.278103 3 1761.764 -8469.196 1493.656 .017 -.704 -3.514104 4 1761.764 -8473.185 1493.656 .017 -.393 -1.75105 5 1761.764 -8477.175 1493.656 .017 -.082 .015106 2 M39 1 1706.405 -8182.805 -1529.61 .006 1.244 -6.828107 2 1706.405 -8186.795 -1529.61 .006 .926 -5.124108 3 1706.405 -8190.785 -1529.61 .006 .607 -3.419109 4 1706.405 -8194.774 -1529.61 .006 .289 -1.712110 5 1706.405 -8198.764 -1529.61 .006 -.03 -.005111 2 M40 1 -8962.882 -32.14 -9.847 .025 0 0112 2 -8962.882 -32.14 -9.847 .025 -.102 .333113 3 -8962.882 -32.14 -9.847 .025 -.204 .667114 4 -8962.882 -32.14 -9.847 .025 -.307 1115 5 -8962.882 -32.14 -9.847 .025 -.409 1.334116 2 M41 1 -8280.163 5.323 -31.969 .103 0 0117 2 -8280.163 5.323 -31.969 .103 -.332 -.055118 3 -8280.163 5.323 -31.969 .103 -.664 -.111119 4 -8280.163 5.323 -31.969 .103 -.996 -.166120 5 -8280.163 5.323 -31.969 .103 -1.328 -.221

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

121 2 M42 1 -8786.139 -5.428 32.24 -.085 0 0122 2 -8786.139 -5.428 32.24 -.085 .334 .056123 3 -8786.139 -5.428 32.24 -.085 .668 .113124 4 -8786.139 -5.428 32.24 -.085 1.003 .169125 5 -8786.139 -5.428 32.24 -.085 1.337 .225126 2 M43 1 -8512.938 32.342 9.294 -.031 0 0127 2 -8512.938 32.342 9.294 -.031 .096 -.335128 3 -8512.938 32.342 9.294 -.031 .193 -.671129 4 -8512.938 32.342 9.294 -.031 .289 -1.006130 5 -8512.938 32.342 9.294 -.031 .386 -1.342131 2 M44 1 146.255 -4.231 .452 -.041 .028 -.064132 2 146.255 -14.327 .452 -.041 .029 -.049133 3 146.255 -24.422 .452 -.041 .029 -.019134 4 146.255 -34.518 .452 -.041 .03 .027135 5 146.255 -44.613 .452 -.041 .031 .088136 2 M59 1 1783.554 662.715 -3.192 -.123 .219 2.57137 2 1767.36 662.715 -3.192 -.123 .211 .913138 3 1751.166 662.715 -3.192 -.123 .203 -.743139 4 190.242 -673.011 5.338 -.055 .208 -.813140 5 174.048 -673.011 5.338 -.055 .222 .869141 2 M60 1 752.992 .075 20.605 .038 -.146 .193142 2 741.098 .075 20.605 .038 -.095 .193143 3 729.204 .075 20.605 .038 -.043 .193144 4 717.31 .075 20.605 .038 .008 .193145 5 705.416 .075 20.605 .038 .06 .193146 2 M61 1 192.519 435.879 5.29 -.158 .06 1.384147 2 176.324 435.879 5.29 -.158 .074 .294148 3 160.13 435.879 5.29 -.158 .087 -.796149 4 783.807 -761.009 -5.26 .019 .089 -.585150 5 767.613 -761.009 -5.26 .019 .076 1.318151 2 M62 1 58.721 386.135 1.971 .061 .05 .93152 2 58.721 378.982 1.971 .061 .052 .507153 3 58.721 371.83 1.971 .061 .054 .093154 4 58.721 364.677 1.971 .061 .056 -.314155 5 58.721 357.525 1.971 .061 .058 -.713156 2 M68 1 70.42 -32.839 .035 -.009 .154 -.214157 2 58.526 -32.839 .035 -.009 .154 -.132158 3 46.632 -32.839 .035 -.009 .154 -.05159 4 34.738 -32.839 .035 -.009 .154 .032160 5 22.844 -32.839 .035 -.009 .154 .115161 2 M70 1 875.223 -.073 -2.224 -.046 .006 -.183162 2 863.329 -.073 -2.224 -.046 0 -.183163 3 851.435 -.073 -2.224 -.046 -.005 -.183164 4 839.54 -.073 -2.224 -.046 -.011 -.183165 5 827.646 -.073 -2.224 -.046 -.017 -.183166 2 M72 1 -98.751 .058 3.88 .005 -.012 -.13167 2 -110.645 .058 3.88 .005 -.002 -.13168 3 -122.539 .058 3.88 .005 .007 -.13169 4 -134.433 .058 3.88 .005 .017 -.13170 5 -146.327 .058 3.88 .005 .027 -.13171 2 M74 1 1023.832 -.185 -24.467 .032 .082 -.192172 2 1011.938 -.185 -24.467 .032 .021 -.192173 3 1000.044 -.185 -24.467 .032 -.04 -.191174 4 988.15 -.185 -24.467 .032 -.101 -.191175 5 976.255 -.185 -24.467 .032 -.162 -.19176 2 M96 1 -625.784 -102.433 -9.628 .034 .044 -.437177 2 -637.678 -102.433 -9.628 .034 .02 -.181

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

178 3 -649.572 -102.433 -9.628 .034 -.004 .076179 4 -661.466 -102.433 -9.628 .034 -.028 .332180 5 -70.1 -548.635 -9.888 .002 -.01 .37181 2 M100 1 496.323 219.601 8.067 -.027 -.031 .181182 2 496.323 217.421 8.067 -.027 -.028 .08183 3 496.323 215.24 8.067 -.027 -.024 -.019184 4 496.323 213.06 8.067 -.027 -.02 -.117185 5 496.323 210.879 8.067 -.027 -.017 -.214186 2 M101 1 -50.121 401.103 -8.328 -.023 0 .36187 2 -50.121 398.922 -8.328 -.023 -.004 .177188 3 -50.121 396.742 -8.328 -.023 -.008 -.005189 4 -50.121 394.561 -8.328 -.023 -.012 -.187190 5 -50.121 392.381 -8.328 -.023 -.015 -.367191 2 M102 1 -22.733 34.211 -5.929 -.029 .02 .135192 2 -34.627 34.211 -5.929 -.029 .005 .05193 3 -46.521 34.211 -5.929 -.029 -.01 -.036194 4 -58.415 34.211 -5.929 -.029 -.025 -.121195 5 135.219 31.909 -7.664 .001 -.004 -.019196 2 M104 1 -673.312 40.662 2.193 -.031 -.019 .172197 2 -685.206 40.662 2.193 -.031 -.014 .07198 3 -697.1 40.662 2.193 -.031 -.008 -.032199 4 -708.994 40.662 2.193 -.031 -.003 -.133200 5 -943.862 42.965 3.928 -.058 -.032 -.03201 2 M108 1 -9.275 -61.857 -3.99 .022 -.017 -.06202 2 -9.275 -64.038 -3.99 .022 -.018 -.031203 3 -9.275 -66.218 -3.99 .022 -.02 -.002204 4 -9.275 -68.399 -3.99 .022 -.022 .029205 5 -9.275 -70.579 -3.99 .022 -.024 .061206 2 M109 1 6.972 -143.672 5.725 .02 -.013 -.132207 2 6.972 -145.852 5.725 .02 -.011 -.066208 3 6.972 -148.033 5.725 .02 -.008 .001209 4 6.972 -150.213 5.725 .02 -.005 .07210 5 6.972 -152.394 5.725 .02 -.003 .139211 2 M113 1 -168.463 -3.619 -.275 -.024 -.004 -.014212 2 -180.358 -3.619 -.275 -.024 -.005 -.005213 3 -192.252 -3.619 -.275 -.024 -.005 .004214 4 -204.146 -3.619 -.275 -.024 -.006 .013215 5 -216.04 -3.619 -.275 -.024 -.007 .022216 2 M115 1 130.167 .524 5.914 .082 -.025 -.114217 2 118.273 .524 5.914 .082 -.01 -.115218 3 106.379 .524 5.914 .082 .005 -.117219 4 94.485 .524 5.914 .082 .02 -.118220 5 82.591 .524 5.914 .082 .034 -.119221 22 M18 1 -456.383 -376.719 3.601 .203 -.204 -1.239222 2 -886.429 727.086 .981 .109 -.124 -.153223 3 -1177.407 -163.971 -14.347 -.001 -.131 -1.089224 4 -1177.407 -948.925 -14.347 -.001 -.185 .998225 5 -460.276 1149.236 -2.282 .009 -.299 -1.471226 22 M19 1 743.426 233.076 82.902 -1.459 .1 1.032227 2 2645.438 8811.155 -47.153 -1.459 -.818 4.853228 3 2774.526 -461.285 .182 .036 -.33 -3.479229 4 2656.269 7196.919 -344.796 1.877 .863 12.355230 5 309.9 -7875.376 -119.194 .906 -.106 -.624231 22 M20 1 -499.198 568.088 -5.698 -.007 -.07 .028232 2 -592.79 412.565 -10.368 -.008 -.017 -2.234233 3 -592.79 -372.389 -10.368 -.008 -.056 -2.309234 4 -979.999 -985.262 -23.624 -.129 -.123 -.293

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

235 5 -734.622 157.685 -38.916 -.202 -.337 1.656236 22 M21 1 348.138 655.381 17.878 -.971 -.046 .211237 2 2999.864 806.636 .671 -1.217 .698 1.123238 3 2999.864 -710.942 .671 .131 -.383 .776239 4 2930.369 -806.723 .479 1.347 .491 1.083240 5 889.802 -793.102 -4.224 1.347 .46 1.289241 22 M22 1 604.828 -2.731 -7.87 .068 .028 -.112242 2 589.961 -2.731 -7.87 .068 .008 -.105243 3 575.093 -2.731 -7.87 .068 -.011 -.099244 4 560.225 -2.731 -7.87 .068 -.031 -.092245 5 545.358 -2.731 -7.87 .068 -.051 -.085246 22 M23 1 -319.502 452.685 -3.434 -.026 .134 .154247 2 -1141.324 993.192 -.092 -.063 -.153 1.005248 3 -1141.324 -1088.987 -.092 -.063 -.154 1.352249 4 -1067.745 1047.664 .726 .061 -.146 1.266250 5 -616.768 -1034.514 .726 -.043 .07 1.214251 22 M24 1 -21.247 -.002 1.415 -.082 .01 -.014252 2 -36.115 -.002 1.415 -.082 .014 -.014253 3 -50.983 -.002 1.415 -.082 .017 -.014254 4 -65.85 -.002 1.415 -.082 .021 -.014255 5 -80.718 -.002 1.415 -.082 .024 -.014256 22 M25 1 232.173 129.454 -1.104 .092 .195 .122257 2 411.097 98.639 -.342 .012 .087 -.042258 3 606.428 146.264 -.251 -.033 .038 -.009259 4 606.428 -157.287 -.251 -.033 .037 .012260 5 239.65 -1.056 .489 -.134 .171 .012261 22 M26 1 90.969 -.063 1.843 .083 .056 .011262 2 76.101 -.063 1.843 .083 .06 .011263 3 61.234 -.063 1.843 .083 .065 .011264 4 46.366 -.063 1.843 .083 .069 .012265 5 31.498 -.063 1.843 .083 .074 .012266 22 M27 1 -579.392 1095.56 -.446 .047 .017 1.304267 2 -579.392 -986.618 -.446 .047 .014 .909268 3 -1012.371 -734.181 -.016 -.041 -.173 .145269 4 -909.692 -537.217 -.197 .025 -.061 -.209270 5 -167.368 -1966.71 52.064 -.222 .254 -.483271 22 M28 1 -128.753 6.443 .293 -.052 -.026 .075272 2 -143.621 6.443 .293 -.052 -.025 .059273 3 -158.488 6.443 .293 -.052 -.025 .042274 4 -173.356 6.443 .293 -.052 -.024 .026275 5 -188.223 6.443 .293 -.052 -.023 .01276 22 M29 1 164.479 1391.228 2.317 .084 .147 1.07277 2 258.071 76.874 6.987 .038 .081 -.174278 3 258.071 -226.678 6.987 .038 .107 .107279 4 839.145 -154.181 6.54 -.044 .06 -.038280 5 593.768 -2767.005 21.832 -.123 .21 2.404281 22 M30 1 -485.023 66.949 -4.284 .072 .048 .275282 2 -505.266 66.949 -4.284 .072 .037 .108283 3 -525.509 66.949 -4.284 .072 .027 -.059284 4 -545.752 66.949 -4.284 .072 .016 -.227285 5 -445.337 -271.381 .731 .128 .062 .031286 22 M31 1 -13.014 58.04 3.338 .003 -.02 .235287 2 -33.257 58.04 3.338 .003 -.012 .09288 3 -53.5 58.04 3.338 .003 -.003 -.056289 4 -73.743 58.04 3.338 .003 .005 -.201290 5 -12.54 -535.326 -.849 -.014 -.044 .304291 22 M32 1 -1386.296 -117.335 -3.257 .053 .018 -.485

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

292 2 -1401.164 -117.335 -3.257 .053 .01 -.192293 3 -1416.031 -117.335 -3.257 .053 .002 .102294 4 -1430.899 -117.335 -3.257 .053 -.006 .395295 5 -2221.647 440.417 -2.932 .093 -.067 -.442296 22 M33 1 83.707 -46.505 -.189 .008 .02 -.242297 2 68.839 -46.505 -.189 .008 .02 -.126298 3 53.972 -46.505 -.189 .008 .019 -.01299 4 39.104 -46.505 -.189 .008 .019 .106300 5 24.237 -46.505 -.189 .008 .019 .223301 22 M34 1 2263.062 150.431 -10 -.002 .186 -6.338302 2 2263.062 79.611 -10 -.002 .148 -6.769303 3 2263.062 8.791 -10 -.002 .111 -6.935304 4 2263.062 -62.03 -10 -.002 .073 -6.835305 5 2263.062 -132.85 -10 -.002 .036 -6.47306 22 M35 1 2360.768 112.292 -8.119 -.002 -.055 -7.08307 2 2360.768 41.472 -8.119 -.002 -.085 -7.368308 3 2360.768 -29.348 -8.119 -.002 -.116 -7.391309 4 2360.768 -100.169 -8.119 -.002 -.146 -7.148310 5 2360.768 -170.989 -8.119 -.002 -.177 -6.639311 22 M36 1 2254.849 -10788.115 -1903.651 -.006 1.616 -8.989312 2 2254.849 -10793.102 -1903.651 -.006 1.219 -6.742313 3 2254.849 -10798.089 -1903.651 -.006 .823 -4.494314 4 2254.849 -10803.076 -1903.651 -.006 .426 -2.245315 5 2254.849 -10808.063 -1903.651 -.006 .03 .005316 22 M37 1 2080.363 -9947.28 1858.709 -.026 -1.425 -8.317317 2 2080.363 -9952.267 1858.709 -.026 -1.038 -6.245318 3 2080.363 -9957.254 1858.709 -.026 -.651 -4.172319 4 2080.363 -9962.241 1858.709 -.026 -.263 -2.098320 5 2080.363 -9967.228 1858.709 -.026 .124 -.023321 22 M38 1 2202.205 -10576.521 1867.07 .021 -1.657 -8.8322 2 2202.205 -10581.508 1867.07 .021 -1.268 -6.597323 3 2202.205 -10586.495 1867.07 .021 -.88 -4.393324 4 2202.205 -10591.482 1867.07 .021 -.491 -2.188325 5 2202.205 -10596.469 1867.07 .021 -.102 .018326 22 M39 1 2133.007 -10228.507 -1912.012 .008 1.555 -8.536327 2 2133.007 -10233.494 -1912.012 .008 1.157 -6.405328 3 2133.007 -10238.481 -1912.012 .008 .759 -4.273329 4 2133.007 -10243.468 -1912.012 .008 .361 -2.141330 5 2133.007 -10248.455 -1912.012 .008 -.037 -.007331 22 M40 1 -11203.602 -40.175 -12.309 .031 0 0332 2 -11203.602 -40.175 -12.309 .031 -.128 .417333 3 -11203.602 -40.175 -12.309 .031 -.255 .834334 4 -11203.602 -40.175 -12.309 .031 -.383 1.251335 5 -11203.602 -40.175 -12.309 .031 -.511 1.667336 22 M41 1 -10350.203 6.654 -39.961 .128 0 0337 2 -10350.203 6.654 -39.961 .128 -.415 -.069338 3 -10350.203 6.654 -39.961 .128 -.83 -.138339 4 -10350.203 6.654 -39.961 .128 -1.245 -.207340 5 -10350.203 6.654 -39.961 .128 -1.66 -.276341 22 M42 1 -10982.674 -6.785 40.301 -.106 0 0342 2 -10982.674 -6.785 40.301 -.106 .418 .07343 3 -10982.674 -6.785 40.301 -.106 .836 .141344 4 -10982.674 -6.785 40.301 -.106 1.253 .211345 5 -10982.674 -6.785 40.301 -.106 1.671 .281346 22 M43 1 -10641.173 40.428 11.617 -.039 0 0347 2 -10641.173 40.428 11.617 -.039 .121 -.419348 3 -10641.173 40.428 11.617 -.039 .241 -.839

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

349 4 -10641.173 40.428 11.617 -.039 .362 -1.258350 5 -10641.173 40.428 11.617 -.039 .482 -1.677351 22 M44 1 182.819 -5.289 .565 -.052 .035 -.08352 2 182.819 -17.909 .565 -.052 .036 -.062353 3 182.819 -30.528 .565 -.052 .037 -.024354 4 182.819 -43.147 .565 -.052 .038 .033355 5 182.819 -55.767 .565 -.052 .038 .11356 22 M59 1 2229.443 828.393 -3.99 -.154 .274 3.213357 2 2209.2 828.393 -3.99 -.154 .264 1.142358 3 2188.957 828.393 -3.99 -.154 .254 -.929359 4 237.803 -841.264 6.672 -.068 .26 -1.016360 5 217.56 -841.264 6.672 -.068 .277 1.087361 22 M60 1 941.24 .093 25.756 .048 -.183 .242362 2 926.372 .093 25.756 .048 -.119 .241363 3 911.505 .093 25.756 .048 -.054 .241364 4 896.637 .093 25.756 .048 .01 .241365 5 881.769 .093 25.756 .048 .075 .241366 22 M61 1 240.648 544.849 6.612 -.197 .076 1.73367 2 220.405 544.849 6.612 -.197 .092 .368368 3 200.163 544.849 6.612 -.197 .109 -.994369 4 979.759 -951.262 -6.575 .023 .111 -.731370 5 959.516 -951.262 -6.575 .023 .095 1.647371 22 M62 1 73.402 482.669 2.464 .077 .062 1.162372 2 73.402 473.728 2.464 .077 .065 .634373 3 73.402 464.787 2.464 .077 .067 .116374 4 73.402 455.847 2.464 .077 .07 -.392375 5 73.402 446.906 2.464 .077 .073 -.891376 22 M68 1 88.025 -41.049 .044 -.012 .192 -.267377 2 73.157 -41.049 .044 -.012 .192 -.165378 3 58.29 -41.049 .044 -.012 .192 -.062379 4 43.422 -41.049 .044 -.012 .193 .041380 5 28.555 -41.049 .044 -.012 .193 .143381 22 M70 1 1094.028 -.092 -2.78 -.057 .007 -.229382 2 1079.161 -.092 -2.78 -.057 0 -.229383 3 1064.293 -.092 -2.78 -.057 -.007 -.229384 4 1049.426 -.092 -2.78 -.057 -.014 -.229385 5 1034.558 -.092 -2.78 -.057 -.021 -.228386 22 M72 1 -123.439 .072 4.85 .006 -.015 -.162387 2 -138.306 .072 4.85 .006 -.003 -.162388 3 -153.174 .072 4.85 .006 .009 -.162389 4 -168.042 .072 4.85 .006 .021 -.163390 5 -182.909 .072 4.85 .006 .033 -.163391 22 M74 1 1279.79 -.231 -30.583 .04 .103 -.24392 2 1264.922 -.231 -30.583 .04 .027 -.24393 3 1250.055 -.231 -30.583 .04 -.05 -.239394 4 1235.187 -.231 -30.583 .04 -.126 -.239395 5 1220.319 -.231 -30.583 .04 -.203 -.238396 22 M96 1 -782.23 -128.041 -12.035 .042 .055 -.546397 2 -797.097 -128.041 -12.035 .042 .025 -.226398 3 -811.965 -128.041 -12.035 .042 -.005 .094399 4 -826.832 -128.041 -12.035 .042 -.035 .415400 5 -87.625 -685.794 -12.36 .002 -.012 .462401 22 M100 1 620.403 274.502 10.084 -.033 -.039 .226402 2 620.403 271.776 10.084 -.033 -.035 .1403 3 620.403 269.05 10.084 -.033 -.03 -.023404 4 620.403 266.325 10.084 -.033 -.025 -.146405 5 620.403 263.599 10.084 -.033 -.021 -.268

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Company : Plump Engineering, Inc. July 10, 20172:12 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

406 22 M101 1 -62.651 501.379 -10.41 -.029 0 .451407 2 -62.651 498.653 -10.41 -.029 -.005 .221408 3 -62.651 495.927 -10.41 -.029 -.01 -.006409 4 -62.651 493.202 -10.41 -.029 -.015 -.233410 5 -62.651 490.476 -10.41 -.029 -.019 -.459411 22 M102 1 -28.416 42.764 -7.411 -.036 .024 .169412 2 -43.284 42.764 -7.411 -.036 .006 .062413 3 -58.152 42.764 -7.411 -.036 -.013 -.045414 4 -73.019 42.764 -7.411 -.036 -.031 -.152415 5 169.024 39.886 -9.58 .002 -.005 -.023416 22 M104 1 -841.64 50.828 2.741 -.039 -.024 .214417 2 -856.508 50.828 2.741 -.039 -.017 .087418 3 -871.375 50.828 2.741 -.039 -.01 -.04419 4 -886.243 50.828 2.741 -.039 -.003 -.167420 5 -1179.827 53.707 4.91 -.073 -.041 -.038421 22 M108 1 -11.593 -77.321 -4.988 .027 -.021 -.075422 2 -11.593 -80.047 -4.988 .027 -.023 -.039423 3 -11.593 -82.773 -4.988 .027 -.025 -.002424 4 -11.593 -85.499 -4.988 .027 -.028 .037425 5 -11.593 -88.224 -4.988 .027 -.03 .076426 22 M109 1 8.715 -179.59 7.156 .025 -.017 -.165427 2 8.715 -182.315 7.156 .025 -.013 -.082428 3 8.715 -185.041 7.156 .025 -.01 .002429 4 8.715 -187.767 7.156 .025 -.007 .087430 5 8.715 -190.492 7.156 .025 -.004 .174431 22 M113 1 -210.579 -4.524 -.344 -.03 -.005 -.017432 2 -225.447 -4.524 -.344 -.03 -.006 -.006433 3 -240.315 -4.524 -.344 -.03 -.007 .005434 4 -255.182 -4.524 -.344 -.03 -.008 .017435 5 -270.05 -4.524 -.344 -.03 -.009 .028436 22 M115 1 162.709 .655 7.392 .102 -.031 -.142437 2 147.842 .655 7.392 .102 -.012 -.144438 3 132.974 .655 7.392 .102 .006 -.146439 4 118.106 .655 7.392 .102 .024 -.147440 5 103.239 .655 7.392 .102 .043 -.149

Joint Reactions (By Combination)LC Joint Label X [lb] Y [lb] Z [lb] MX [k-ft] MY [k-ft] MZ [k-ft]

1 2 N46 0 33296.172 0 -4.613 0 -2.8882 2 COG (ft): X: 49.101 Y: 5.683 Z: 15.1283 22 N46 0 41620.215 0 -5.767 0 -3.614 22 COG (ft): X: 49.101 Y: 5.683 Z: 15.128

RISA-3D Version 15.0.4 Page 20 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

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Beam: M36Shape:Material:Length:I Joint:J Joint:

Code Check:Report Based On 97 Sections

1"x5.63"A992.833 ftN40N45

LC 22: 1.25DL +1.25LL0.922 (bending)

2254.849 at 0 ft

A lb

-10788.115 at 0 ft

-10808.063 at .833 ft

Vy lb-1903.651 at 0 ft

Vz lb

-.006 at 0 ftT k-ft

1.616 at 0 ft

.03 at .833 ftMy k-ft

.005 at .833 ft

-8.989 at 0 ft

Mz k-ft

-58.9 at 0 ft

-61.37 at .833 ft

Dy in

196.978 at .833 ft

196.933 at .078 ftDz in

.401 at 0 ftfa ksi

41.083 at 0 ft

.396 at .833 ftfc ksi

-.396 at .833 ft

-41.083 at 0 ft

ft ksi

AISC 14th(360-10): ASD Code CheckDirect Analysis MethodMax Bending Check Max Shear CheckLocation LocationEquation Max Defl Ratio

0.9220 ftH1-1b

0.163 (y).833 ftL/225

Bending Flange Compression FlangeBending Web Compression Web

Compact Non-SlenderCompact Non-Slender

Fy 50 ksiPnc/omPnt/omMny/omMnz/omVny/omVnz/om

154414.15 lb168562.874 lb3.512 k-ft19.771 k-ft101137.725 lb101137.725 lb

Cb 1.667

y-y z-zLbKL/r

.833 ft .833 ft34.627 6.15

L Comp Flange .833 ftL-torque .833 ftTau_b 1

5022

LIFTING LOADX-Direction Y-Direction Z-Direction

1.25DL+1.25LL = + 2.255 k 10.808 k + 1.904 k**25% increase due to impact load**

LIFTING ASSEMBLY BACK PLATE LIFTING EYE

BACK PLATE CHECK BACK PLATE CHECK CONT.BEARING BLOCK SHEAR

PL Thk. = 1 in Tension PL Thk. = 3/4 inPlate Fy = 50.00 ksi Member PL Thk. = 1 inPlate Fu = 65.00 ksi Plate Fy = 50.00 ksi

Bolt ø = 5/8 in Plate Fu = 65.00 ksi# of @ End = 2 Bolt ø = 5/8 inEnd Length = 1.50 in # of @ End = 2

Rn/� = 82.88 k > 11.04 k � OK! # bolts in line = 2Rn/� = 97.50 k > 11.04 k � OK! h = 7/8 in

End Length = 1.50 inBOLT SHEAR Ubs = 0.50 AISC C-J4.2

Bolt = A307 or Equal Bolt Spacing(y-y) = 5.00 inBolt ø = 5/8 in Bolt Spacing(x-x) = 5 in

# of Bolts = 4 Agv = 11.38 in2

Ab = 0.31 in2 Anv = 8.31 in2

Fnv = 27.00 ksi Ant = 7.22 in2

Vplanes = 1 Rn/� = 279.40 k > 11.04 k � OK!Rn/� = 16.57 k > 11.04 k � OK! Rn/� = 287.93 k > 11.04 k � OK!

TENSION LIFTING EYE CHECKPL Thk. = 1 in BEARINGPlate Fy = 50.00 ksi PL Thk. = 3/4 inPlate Fu = 65.00 ksi Plate Fy = 50.00 ksi

Plate Height = 8.00 in Plate Fu = 65.00 ksiPlate Width = 8.00 in Bolt ø = 3 in

Bolt ø = 5/8 in # of @ End = 1# of @ End = 2 End Length = 3.38 in

h = 3/4 in Rn/� = 51.19 k > 11.04 k � OK!Gross Area = 8.00 in Rn/� = 175.50 k > 11.04 k � OK!

Net Area = 6.50 inPn/� = 239.52 k > 11.04 k � OK!Pn/� = 211.25 k > 11.04 k � OK!

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

*Model�is�for�reference�only,�see�calculations for�actual�layout�and�

5023

F. Walls & Roof Truss Design

PLUMP�Engineering,�Inc.914�E.�Katella�Ave.�Anaheim,�California�92805P:714.385.1835�x�113�F:714.385.1834www.peica.com

6000

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:19 PMS.1703116 - Table Mountain.r3d

N58

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N93N98

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N105

N106

N108

N109

N116

N117

N138

N139N140N141N142N143

N154

N155

N158

N159N160N161N162N163

N172

N173

N176

N177

Y

XZ

Loads: BLC 2, LL

6001

Company : Plump Engineering, Inc. July 10, 20172:19 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 LIFT LUG 1"x5.63" Beam RECT A992 Typical 5.63 .469 14.871 1.6672 LIFTING MEM... W8x15 Beam Wide Flange A992 Typical 4.44 3.41 48 .1373 BASE TUBE HSS8x3x4 Beam SquareTube A500 Gr.B R... Typical 4.77 7.49 35.5 20.84 TUBE HSS3x3x2 Column SquareTube A500 Gr.B R... Typical 1.3 1.78 1.78 2.845 Door Frame HSS5x3x2 Column SquareTube A500 Gr.B R... Typical 1.77 2.75 6.03 6.02

RISA-3D Version 15.0.4 Page 7 [P:\RISA3D\S.1703116 - Table Mountain.r3d]

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Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:19 PMS.1703116 - Table Mountain.r3d

N58

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TUBE

TUBE

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r Fra

me

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r Fra

me

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Door Frame

TUBE

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Doo

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Door Frame

TUBE

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Y

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Section Sets

LIFT LUGLIFTING MEMBERBASE TUBETUBEDoor FrameBEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8WALLLIFTING STRAP

Loads: BLC 2, LL

6003

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:20 PMS.1703116 - Table Mountain.r3d

N58

N59

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N62

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N91N92

N93N98

N99

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N104

N105

N106

N108

N109

N116

N117

N138

N139N140N141N142N143

N154

N155

N158

N159N160N161N162N163

N172

N173

N176

N177

M47

M11

4

M54

M48

M71

M46

M48

M54

M53

M79

M48

M73

M49

M46

M53

M48

M75

M64

M46

M50

M11

6

M55

M46

M45

M97 M69

M50

M46

M55

M99

M55

M52

M98

M97

M52

M97

M56

M63

M52

M50

M10

3

M65

M10

5

M63

M66

M52

M51

M10

3

M107

M10

3

M50

M106

M10

5

M65

M52

M10

5

M52

M50

Y

XZ

Loads: BLC 2, LL

6004

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:20 PMS.1703116 - Table Mountain.r3d

N58

N59

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N61

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N138

N139N140N141N142N143

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N159N160N161N162N163

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N173

N176

N177

M47

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4

M54

M48

M71

M46

M48

M54

M53

M79

M48

M73

M49

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M75

M64

M46

M50

M11

6

M55

M46

M45

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M50

M46

M55

M99

M55

M52

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M97

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M97

M56

M63

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M50

M10

3

M65

M10

5

M63

M66

M52

M51

M10

3

M107

M10

3

M50

M106

M10

5

M65

M52

M10

5

M52

M50

-225lb/ft

-60lb/ft

-225lb/ft

-60lb/ft

Y

XZ

Loads: BLC 1, DL

6005

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:20 PMS.1703116 - Table Mountain.r3d

N58

N59

N60

N61

N62

N63

N64

N65

N66

N67

N68

N69

N70

N71

N72

N73

N86

N87

N88

N89

N90

N91N92

N93N98

N99

N103

N104

N105

N106

N108

N109

N116

N117

N138

N139N140N141N142N143

N154

N155

N158

N159N160N161N162N163

N172

N173

N176

N177

M47

M11

4

M54

M48

M71

M46

M48

M54

M53

M79

M48

M73

M49

M46

M53

M48

M75

M64

M46

M50

M11

6

M55

M46

M45

M97 M69

M50

M46

M55

M99

M55

M52

M98

M97

M52

M97

M56

M63

M52

M50

M10

3

M65

M10

5

M63

M66

M52

M51

M10

3

M107

M10

3

M50

M106

M10

5

M65

M52

M10

5

M52

M50

-225lb/ft

-60lb/ft

-225lb/ft

-60lb/ft

Y

XZ

Loads: BLC 3, RLL

6006

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:20 PMS.1703116 - Table Mountain.r3d

N58

N59

N60

N61

N62

N63

N64

N65

N66

N67

N68

N69

N70

N71

N72

N73

N86

N87

N88

N89

N90

N91N92

N93N98

N99

N103

N104

N105

N106

N108

N109

N116

N117

N138

N139N140N141N142N143

N154

N155

N158

N159N160N161N162N163

N172

N173

N176

N177

.23

.09

.08

.15

.23

.73

.15

.08

.16

.02

.15

.19

.29

.73

.16

.15

.18

.27

.73

.79

.08

.08

.73

.06

.05 .15

.79

.73

.08

.01

.08

.09

.01

.05

.09

.05

.04

.21

.09

.79

.04

.09.03

.21

.01

.09

.03

.04

.00

.04

.79

.01

.03

.09

.09

.03

.09

.79

Y

XZ

Code Check( Env )

No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50

Member Code Checks Displayed (Enveloped)Envelope Only Solution

6007

Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

597YesYesYesYes144.120.50%YesYes332.2244YXZSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum Code

AISC 14th(360-10): ASDYes(Iterative)AISC 14th(360-10): ASDAISI S100-12: ASDAWC NDS-12: ASD< 100FACI 318-11ACI 530-13: ASDAA ADM1-10: ASD - Building

Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Footing Overturning Safety FactorOptimize for OTM/SlidingCheck Concrete BearingFooting Concrete Weight (k/ft^3)Footing Concrete f'c (ksi)Footing Concrete Ec (ksi)LambdaFooting Steel fy (ksi)Minimum SteelMaximum SteelFooting Top BarFooting Top Bar Cover (in)Footing Bottom BarFooting Bottom Bar Cover (in)Pedestal BarPedestal Bar Cover (in)Pedestal Ties

1NoNo.145436441600.00180.0075#61.5#63#61.5#4

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface(...

1 DL DL -1 362 LL LL 103 RLL RLL 244 ELX ELX 25 ELZ ELZ 26 WLX WLX 27 WLZ WLZ 2

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Solve P...... BLC Fa... BLC Fa...BLC F...BLC Fa... BLCF... BLC Fa...BLC Fa...BLC Fa... BLC Fa... ... ...

1 DL Yes DL 12 DL+LL DL 1 LL 13 DL+RLL Yes DL 1 RLL 14 DL+0.75LL+0.75RLL DL 1 LL .75 RLL .755 DL+ELX DL 1 ELX 16 DL+ELZ DL 1 ELZ 17 0.6DL+ELX DL .6 ELX 18 0.6DL+ELZ DL .6 ELZ 19 DL+WLX DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL DL 1 LL .75 RLL .75 W... .7511 DL+WLZ DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL DL 1 LL .75 RLL .75 W... .7513 0.6DL+WLX DL .6 W... 114 0.6DL+WLZ DL .6 W... 115 DL DL 116 LL LL 117 RLL RLL 118 ELX ELX 1.419 ELZ ELZ 1.420 WLX W... 1.621 WLZ W... 1.622 1.25DL +1.25LL DL 1.25 LL 1.2523 .9DL+1.4ELX DL .9 ELX 1.424 .9DL-1.4ELX DL .9 ELX -1.425 .9DL+1.4ELX DL .9 ELZ 1.426 .9DL-1.4ELX DL .9 ELZ-1.427 .9DL+1.6WLX DL .9 W... 1.628 .9DL-1.6WLX DL .9 W... -1.629 .9DL+1.6WLZ DL .9 W... 1.630 .9DL-1.6WLZ DL .9 W... -1.6

Member Distributed Loads (BLC 1 : DL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M4 Y -150 -150 0 02 M1 Y -150 -150 0 03 M2 Y -150 -150 0 04 M3 Y -150 -150 0 05 M6 Y -225 -225 0 06 M10 Y -225 -225 0 07 M8 Y -60 -60 0 08 M12 Y -60 -60 0 09 M18 Y -150 -150 0 010 M19 Y -150 -150 0 011 M20 Y -150 -150 0 012 M21 Y -150 -150 0 013 M23 Y -225 -225 0 014 M25 Y -60 -60 0 015 M27 Y -225 -225 0 016 M29 Y -60 -60 0 017 M46 Y -225 -225 0 018 M48 Y -60 -60 0 019 M50 Y -225 -225 0 020 M52 Y -60 -60 0 021 M80 Y -60 -60 0 0

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 1 : DL) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

22 M81 Y -60 -60 0 023 M82 Y -60 -60 0 024 M83 Y -60 -60 0 025 M84 Y -60 -60 0 026 M85 Y -60 -60 0 027 M86 Y -60 -60 0 028 M87 Y -60 -60 0 029 M88 Y -60 -60 0 030 M89 Y -60 -60 0 031 M90 Y -60 -60 0 032 M91 Y -60 -60 0 033 M92 Y -60 -60 0 034 M93 Y -60 -60 0 035 M94 Y -60 -60 0 036 M95 Y -60 -60 0 0

Member Distributed Loads (BLC 2 : LL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M19 Y -110 -110 12 16.52 M2 Y -110 -110 12 16.53 M3 Y -110 -110 .5 2.254 M3 Y -110 -110 12.75 14.55 M20 Y -110 -110 .5 2.256 M20 Y -110 -110 12.75 14.57 M1 Y -110 -110 2.75 6.258 M18 Y -110 -110 2.75 6.259 M4 Y -110 -110 0 3.510 M21 Y -110 -110 0 3.5

Member Distributed Loads (BLC 3 : RLL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Y -225 -225 0 02 M10 Y -225 -225 0 03 M12 Y -60 -60 0 04 M8 Y -60 -60 0 05 M46 Y -225 -225 0 06 M48 Y -60 -60 0 07 M50 Y -225 -225 0 08 M52 Y -60 -60 0 09 M80 Y -60 -60 0 010 M81 Y -60 -60 0 011 M82 Y -60 -60 0 012 M83 Y -60 -60 0 013 M84 Y -60 -60 0 014 M85 Y -60 -60 0 015 M86 Y -60 -60 0 016 M87 Y -60 -60 0 017 M88 Y -60 -60 0 018 M89 Y -60 -60 0 019 M90 Y -60 -60 0 020 M91 Y -60 -60 0 021 M92 Y -60 -60 0 022 M93 Y -60 -60 0 023 M94 Y -60 -60 0 024 M95 Y -60 -60 0 0

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 4 : ELX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 142 142 0 02 M12 X 142 142 0 0

Member Distributed Loads (BLC 5 : ELZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 64 64 0 02 M10 Z 64 64 0 0

Member Distributed Loads (BLC 6 : WLX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 125 125 0 02 M12 X 125 125 0 0

Member Distributed Loads (BLC 7 : WLZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 34 34 0 02 M10 Z 34 34 0 0

Member AISC 14th(360-10): ASD Steel Code ChecksLC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

1 1 M45 HSS3x3x2 .031 10 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b2 1 M46 HSS3x3x2 .371 21.75 .093 21.75 y 24688.32435808.383 3.214 3.214 2.832 H1-1b3 1 M47 HSS3x3x2 .117 10 .005 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b4 1 M48 HSS3x3x2 .076 12.5 .113 12.5 y 27200.86635808.383 3.214 3.214 2.232 H1-1b5 1 M49 HSS3x3x2 .146 10 .008 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b6 1 M50 HSS3x3x2 .400 7.854 .097 7.854 y 22769.37135808.383 3.214 3.214 1.813 H1-1b7 1 M51 HSS3x3x2 .013 10 .000 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b8 1 M52 HSS3x3x2 .047 7.656 .048 14.531 y 29833.65535808.383 3.214 3.214 2.201 H1-1b9 1 M53 HSS5x3x2 .079 10 .010 9.063 y 25603.16948754.491 3.964 6.726 4.742 H1-1b10 1 M54 HSS5x3x2 .041 10 .013 9.063 y 25603.16948754.491 3.964 6.726 4.3 H1-1b11 1 M55 HSS3x3x2 .039 10 .009 9.167 y 17649.99535808.383 3.214 3.214 4.268 H1-1b12 1 M56 HSS3x3x2 .022 0 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*13 1 M63 HSS5x3x2 .104 10 .008 7.083 y 25603.16948754.491 3.964 6.726 2.556 H1-1b14 1 M64 HSS3x3x2 .113 0 .001 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*15 1 M65 HSS5x3x2 .044 7.083 .004 7.083 y 25603.16948754.491 3.964 6.726 1.395 H1-1b16 1 M66 HSS5x3x2 .007 1.564 .001 4.417 y 41218.43148754.491 3.964 6.726 1.092 H1-1b17 1 M69 HSS5x3x2 .075 0 .001 0 y 25603.16948754.491 3.964 6.726 1.667 H1-1b*18 1 M71 HSS3x3x2 .103 0 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*19 1 M73 HSS3x3x2 .098 0 .000 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*20 1 M75 HSS3x3x2 .090 10 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b21 1 M79 HSS5x3x2 .013 0 .007 6.234 y 36759.05148754.491 3.964 6.726 1.491 H1-1b22 1 M97 HSS3x3x2 .028 10 .008 9.167 y 17649.99535808.383 3.214 3.214 4.494 H1-1b23 1 M98 HSS3x3x2 .005 0 .003 1.833 y 34967.00335808.383 3.214 3.214 1.667 H1-1b24 1 M99 HSS3x3x2 .003 0 .001 0 z 34967.00335808.383 3.214 3.214 1.469 H1-1b25 1 M103 HSS3x3x2 .023 10 .007 9.167 y 17649.99535808.383 3.214 3.214 4.145 H1-1b26 1 M105 HSS3x3x2 .018 10 .004 9.167 y 17649.99535808.383 3.214 3.214 3.228 H1-1b27 1 M106 HSS3x3x2 .005 0 .003 0 y 34967.00335808.383 3.214 3.214 1.93 H1-1b28 1 M107 HSS3x3x2 .001 0 .001 0 y 34967.00335808.383 3.214 3.214 1.311 H1-1b29 1 M114 HSS3x3x2 .044 10 .003 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b30 1 M116 HSS3x3x2 .043 0 .001 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*31 3 M45 HSS3x3x2 .062 10 .004 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b32 3 M46 HSS3x3x2 .735 21.75 .184 21.75 y 24688.32435808.383 3.214 3.214 2.832 H1-1b33 3 M47 HSS3x3x2 .230 10 .010 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b34 3 M48 HSS3x3x2 .147 12.5 .224 12.5 y 27200.86635808.383 3.214 3.214 2.235 H1-1b

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member AISC 14th(360-10): ASD Steel Code Checks (Continued)LC Member Shape UC Max Loc[ft] Shear UC Loc[ft] Dir Pnc/om [...Pnt/om [lb]Mnyy/om...Mnzz/om... Cb Eqn

35 3 M49 HSS3x3x2 .289 10 .015 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b36 3 M50 HSS3x3x2 .792 7.854 .193 7.854 y 22769.37135808.383 3.214 3.214 1.813 H1-1b37 3 M51 HSS3x3x2 .027 10 .001 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b38 3 M52 HSS3x3x2 .091 7.656 .094 14.531 y 29833.65535808.383 3.214 3.214 2.2 H1-1b39 3 M53 HSS5x3x2 .155 10 .019 9.063 y 25603.16948754.491 3.964 6.726 4.893 H1-1b40 3 M54 HSS5x3x2 .079 10 .024 9.063 y 25603.16948754.491 3.964 6.726 4.393 H1-1b41 3 M55 HSS3x3x2 .078 10 .017 9.167 y 17649.99535808.383 3.214 3.214 4.307 H1-1b42 3 M56 HSS3x3x2 .040 0 .003 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*43 3 M63 HSS5x3x2 .206 10 .016 7.083 y 25603.16948754.491 3.964 6.726 2.56 H1-1b44 3 M64 HSS3x3x2 .272 10 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1a45 3 M65 HSS5x3x2 .089 7.083 .008 7.083 y 25603.16948754.491 3.964 6.726 1.406 H1-1b46 3 M66 HSS5x3x2 .013 .874 .002 4.417 y 41218.43148754.491 3.964 6.726 1.107 H1-1b47 3 M69 HSS5x3x2 .145 0 .003 0 y 25603.16948754.491 3.964 6.726 1.667 H1-1b*48 3 M71 HSS3x3x2 .231 5.521 .003 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1a49 3 M73 HSS3x3x2 .192 0 .000 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*50 3 M75 HSS3x3x2 .178 10 .004 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b51 3 M79 HSS5x3x2 .022 0 .012 0 z 36759.05148754.491 3.964 6.726 1.354 H1-1b52 3 M97 HSS3x3x2 .055 10 .015 9.167 y 17649.99535808.383 3.214 3.214 4.502 H1-1b53 3 M98 HSS3x3x2 .010 0 .005 0 z 34967.00335808.383 3.214 3.214 1.872 H1-1b54 3 M99 HSS3x3x2 .005 0 .002 0 z 34967.00335808.383 3.214 3.214 1.513 H1-1b55 3 M103 HSS3x3x2 .045 10 .014 9.167 y 17649.99535808.383 3.214 3.214 4.143 H1-1b56 3 M105 HSS3x3x2 .034 10 .009 9.167 y 17649.99535808.383 3.214 3.214 3.256 H1-1b57 3 M106 HSS3x3x2 .009 0 .005 0 y 34967.00335808.383 3.214 3.214 2.067 H1-1b58 3 M107 HSS3x3x2 .003 0 .002 0 z 34967.00335808.383 3.214 3.214 1.304 H1-1b59 3 M114 HSS3x3x2 .086 10 .005 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b60 3 M116 HSS3x3x2 .083 0 .002 0 z 17649.99535808.383 3.214 3.214 1.667 H1-1b*

Member Section ForcesLC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1 1 M45 1 330.298 .476 -6.983 -.004 0 02 2 318.404 .476 -6.983 -.004 -.017 -.0013 3 306.51 .476 -6.983 -.004 -.035 -.0024 4 294.616 .476 -6.983 -.004 -.052 -.0045 5 282.722 .476 -6.983 -.004 -.07 -.0056 1 M46 1 18.04 387.895 .135 0 .005 .1617 2 35.772 802.364 .107 .001 .004 .8168 3 35.772 -863.378 .107 0 .003 1.0389 4 45.166 932.826 .495 -.003 .006 1.18410 5 45.166 -732.917 .495 -.003 .009 .45911 1 M47 1 849.576 -.19 29.967 .006 0 012 2 837.682 -.19 29.967 .006 .075 013 3 825.787 -.19 29.967 .006 .15 014 4 813.893 -.19 29.967 .006 .225 .00115 5 801.999 -.19 29.967 .006 .3 .00216 1 M48 1 .684 69.082 -15.199 .16 .015 .00517 2 .354 47.248 -3.539 .043 -.027 -.00518 3 123.994 121.137 -.998 -.023 -.012 .00219 4 123.994 -121.704 -.998 -.023 -.015 .00320 5 1.034 -39.877 25.63 -.249 .033 -.00421 1 M49 1 908.393 -.568 38.46 -.01 0 022 2 896.498 -.568 38.46 -.01 .096 .00123 3 884.604 -.568 38.46 -.01 .192 .00324 4 872.71 -.568 38.46 -.01 .288 .00425 5 860.816 -.568 38.46 -.01 .385 .00626 1 M50 1 64.09 820.939 -1.602 .002 .022 .633

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

27 2 64.09 -844.804 -1.602 .002 .011 .7228 3 54.667 -561.097 -1.326 0 0 .11729 4 59.395 -377.942 -1.201 -.002 -.003 -.36130 5 6.568 73.181 -.952 -.005 -.007 .08531 1 M51 1 -4.481 .241 -3.847 0 0 032 2 -16.375 .241 -3.847 0 -.01 033 3 -28.269 .241 -3.847 0 -.019 -.00134 4 -40.163 .241 -3.847 0 -.029 -.00235 5 -52.057 .241 -3.847 0 -.038 -.00236 1 M52 1 -.711 21.124 -2.722 .047 -.007 .00737 2 .232 81.905 1.417 .006 -.009 -.02638 3 .232 -160.937 1.417 .006 -.004 .12239 4 .045 -63.469 2.588 -.006 .001 -.04240 5 -.61 105.173 11.056 -.091 .01 -.00441 1 M53 1 410.523 .291 19.403 -.022 0 042 2 394.329 .291 19.403 -.022 .049 043 3 378.135 .291 19.403 -.022 .097 -.00144 4 361.94 .291 19.403 -.022 .146 -.00245 5 324.668 122.96 26.627 -.015 .225 -.10746 1 M54 1 400.811 -.971 9.766 -.012 0 047 2 384.617 -.971 9.766 -.012 .024 .00248 3 368.423 -.971 9.766 -.012 .049 .00549 4 352.229 -.971 9.766 -.012 .073 .00750 5 316.73 -123.64 2.541 .026 .066 .11951 1 M55 1 225.799 -.348 -4.572 -.006 0 052 2 213.905 -.348 -4.572 -.006 -.011 053 3 202.011 -.348 -4.572 -.006 -.023 .00254 4 190.117 -.348 -4.572 -.006 -.034 .00355 5 173.603 57.246 -19.231 .008 -.07 -.04156 1 M56 1 387.885 -.188 -1.171 -.004 0 057 2 375.991 -.188 -1.171 -.004 -.003 058 3 364.097 -.188 -1.171 -.004 -.006 059 4 352.202 -.188 -1.171 -.004 -.009 .00160 5 340.308 -.188 -1.171 -.004 -.012 .00261 1 M63 1 1606.36 -22.514 -.147 .003 0 062 2 1590.166 -22.514 -.147 .003 0 .05663 3 1573.972 -22.514 -.147 .003 0 .11364 4 1547.759 -123.132 -.147 .005 0 .19165 5 1531.565 -123.132 -.147 .005 0 .49966 1 M64 1 1997.027 .276 -9.423 0 0 067 2 1985.133 .276 -9.423 0 -.024 068 3 1973.239 .276 -9.423 0 -.047 -.00169 4 1961.345 .276 -9.423 0 -.071 -.00270 5 1949.45 .276 -9.423 0 -.094 -.00371 1 M65 1 668.671 -30.313 -.102 .001 0 072 2 652.476 -30.313 -.102 .001 0 .07673 3 636.282 -30.313 -.102 .001 0 .15274 4 601.496 70.305 -.102 0 -.003 .18675 5 585.302 70.305 -.102 0 -.003 .01176 1 M66 1 100.619 10.018 0 -.002 -.002 -.02877 2 100.619 2.866 0 -.002 -.002 -.03578 3 100.619 -4.287 0 -.002 -.002 -.03579 4 100.619 -11.439 0 -.002 -.002 -.02680 5 100.619 -18.592 0 -.002 -.002 -.00981 1 M69 1 1913.674 4.728 -.125 .005 0 082 2 1897.48 4.728 -.125 .005 0 -.01283 3 1881.286 4.728 -.125 .005 0 -.024

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

84 4 1865.091 4.728 -.125 .005 0 -.03585 5 1848.897 4.728 -.125 .005 -.001 -.04786 1 M71 1 1820.509 -.24 -10.138 .001 0 087 2 1808.615 -.24 -10.138 .001 -.025 088 3 1796.721 -.24 -10.138 .001 -.051 .00189 4 1784.827 -.24 -10.138 .001 -.076 .00290 5 1772.932 -.24 -10.138 .001 -.101 .00291 1 M73 1 1736.591 -.148 .744 0 0 092 2 1724.697 -.148 .744 0 .002 093 3 1712.803 -.148 .744 0 .004 094 4 1700.909 -.148 .744 0 .006 .00195 5 1689.015 -.148 .744 0 .007 .00196 1 M75 1 1414.89 -.054 -16.478 -.002 0 097 2 1402.996 -.054 -16.478 -.002 -.041 098 3 1391.102 -.054 -16.478 -.002 -.082 099 4 1379.208 -.054 -16.478 -.002 -.124 0100 5 1367.314 -.054 -16.478 -.002 -.165 0101 1 M79 1 -122.669 19.304 7.224 -.024 -.037 .013102 2 -122.669 9.208 7.224 -.024 -.026 -.009103 3 -122.669 -.887 7.224 -.024 -.015 -.016104 4 -122.669 -10.983 7.224 -.024 -.004 -.006105 5 -122.669 -21.078 7.224 -.024 .008 .019106 1 M97 1 298.282 -.308 -3.896 -.007 0 0107 2 286.387 -.308 -3.896 -.007 -.01 0108 3 274.493 -.308 -3.896 -.007 -.019 .002109 4 262.599 -.308 -3.896 -.007 -.029 .002110 5 237.881 -57.902 10.763 .005 -.014 .055111 1 M98 1 62.943 -.356 6.705 -.004 -.007 -.005112 2 62.943 -2.537 6.705 -.004 -.004 -.005113 3 62.943 -4.718 6.705 -.004 -.001 -.003114 4 62.943 -6.898 6.705 -.004 .002 0115 5 62.943 -9.079 6.705 -.004 .005 .003116 1 M99 1 -5.349 4.976 7.954 0 -.008 .001117 2 -5.349 2.796 7.954 0 -.004 0118 3 -5.349 .615 7.954 0 0 -.001119 4 -5.349 -1.565 7.954 0 .003 0120 5 -5.349 -3.746 7.954 0 .007 0121 1 M103 1 324.666 .454 -1.999 0 0 0122 2 312.772 .454 -1.999 0 -.005 -.001123 3 300.878 .454 -1.999 0 -.01 -.002124 4 288.983 .454 -1.999 0 -.015 -.003125 5 259.201 37.692 3.698 -.009 -.007 -.044126 1 M105 1 91.553 .489 -2.14 0 0 0127 2 79.659 .489 -2.14 0 -.005 -.001128 3 67.765 .489 -2.14 0 -.011 -.002129 4 55.871 .489 -2.14 0 -.016 -.004130 5 44.421 -36.749 -7.837 -.002 -.034 .018131 1 M106 1 41.315 13.3 -3.107 .004 .005 .008132 2 41.315 11.119 -3.107 .004 .004 .002133 3 41.315 8.939 -3.107 .004 .002 -.002134 4 41.315 6.758 -3.107 .004 0 -.006135 5 41.315 4.577 -3.107 .004 0 -.008136 1 M107 1 -4.077 4.589 -2.59 .001 .003 .001137 2 -4.077 2.409 -2.59 .001 .002 0138 3 -4.077 .228 -2.59 .001 0 -.001139 4 -4.077 -1.953 -2.59 .001 0 0140 5 -4.077 -4.133 -2.59 .001 -.001 0

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

141 1 M114 1 268.583 .331 11.66 .004 0 0142 2 256.689 .331 11.66 .004 .029 0143 3 244.795 .331 11.66 .004 .058 -.002144 4 232.901 .331 11.66 .004 .087 -.002145 5 221.007 .331 11.66 .004 .117 -.003146 1 M116 1 760.475 .082 -1.254 -.003 0 0147 2 748.581 .082 -1.254 -.003 -.003 0148 3 736.687 .082 -1.254 -.003 -.006 0149 4 724.792 .082 -1.254 -.003 -.009 0150 5 712.898 .082 -1.254 -.003 -.013 0151 3 M45 1 605.158 .969 -13.823 -.008 0 0152 2 593.264 .969 -13.823 -.008 -.035 -.002153 3 581.37 .969 -13.823 -.008 -.069 -.005154 4 569.476 .969 -13.823 -.008 -.104 -.007155 5 557.582 .969 -13.823 -.008 -.138 -.01156 3 M46 1 35.705 767.779 .282 0 .011 .318157 2 70.804 1588.115 .214 .002 .007 1.616158 3 70.804 -1708.878 .214 -.002 .005 2.054159 4 89.398 1846.332 .971 -.006 .011 2.344160 5 89.398 -1450.661 .971 -.006 .018 .909161 3 M47 1 1631.002 -.33 59.315 .011 0 0162 2 1619.108 -.33 59.315 .011 .148 0163 3 1607.214 -.33 59.315 .011 .297 .002164 4 1595.32 -.33 59.315 .011 .445 .002165 5 1583.426 -.33 59.315 .011 .593 .003166 3 M48 1 1.301 132.765 -30.084 .316 .029 .01167 2 .642 91.153 -7.005 .085 -.054 -.009168 3 224.162 233.284 -1.975 -.046 -.023 .004169 4 224.162 -234.557 -1.975 -.046 -.031 .006170 5 2.006 -75.852 50.728 -.492 .065 -.008171 3 M49 1 1748.305 -1.16 76.123 -.02 0 0172 2 1736.411 -1.16 76.123 -.02 .19 .003173 3 1724.517 -1.16 76.123 -.02 .381 .006174 4 1712.623 -1.16 76.123 -.02 .571 .009175 5 1700.729 -1.16 76.123 -.02 .761 .012176 3 M50 1 126.851 1624.876 -3.165 .004 .045 1.253177 2 126.851 -1672.116 -3.165 .004 .022 1.424178 3 108.2 -1110.57 -2.625 -.002 .002 .232179 4 117.544 -748.129 -2.381 -.004 -.006 -.714180 5 12.999 147.68 -1.914 -.009 -.014 .169181 3 M51 1 -59.598 .46 -7.611 0 0 0182 2 -71.492 .46 -7.611 0 -.019 -.001183 3 -83.386 .46 -7.611 0 -.038 -.002184 4 -95.281 .46 -7.611 0 -.057 -.003185 5 -107.175 .46 -7.611 0 -.076 -.005186 3 M52 1 -1.454 40.505 -5.388 .093 -.014 .014187 2 .348 157.864 2.802 .011 -.018 -.05188 3 .348 -309.977 2.802 .011 -.008 .235189 4 -.02 -122.427 5.119 -.012 .003 -.08190 5 -1.251 210.197 21.882 -.18 .019 -.009191 3 M53 1 713.34 .224 38.404 -.044 0 0192 2 697.145 .224 38.404 -.044 .096 0193 3 680.951 .224 38.404 -.044 .192 -.001194 4 664.757 .224 38.404 -.044 .288 -.002195 5 626.546 222.157 52.702 -.029 .446 -.205196 3 M54 1 693.115 -1.587 19.329 -.023 0 0197 2 676.921 -1.587 19.329 -.023 .048 .004

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

198 3 660.726 -1.587 19.329 -.023 .097 .008199 4 644.532 -1.587 19.329 -.023 .145 .012200 5 609.973 -223.52 5.03 .051 .131 .23201 3 M55 1 391.712 -.643 -9.05 -.013 0 0202 2 379.818 -.643 -9.05 -.013 -.023 .002203 3 367.924 -.643 -9.05 -.013 -.045 .003204 4 356.03 -.643 -9.05 -.013 -.068 .005205 5 343.101 112.431 -38.069 .017 -.139 -.08206 3 M56 1 702.968 -.369 -2.317 -.008 0 0207 2 691.074 -.369 -2.317 -.008 -.006 0208 3 679.18 -.369 -2.317 -.008 -.012 .002209 4 667.286 -.369 -2.317 -.008 -.017 .003210 5 655.392 -.369 -2.317 -.008 -.023 .004211 3 M63 1 3101.895 -44.88 -.282 .005 0 0212 2 3085.701 -44.88 -.282 .005 0 .112213 3 3069.506 -44.88 -.282 .005 -.001 .224214 4 3047.557 -245.932 -.3 .009 .001 .373215 5 3031.363 -245.932 -.3 .009 0 .988216 3 M64 1 3906.116 .54 -18.651 0 0 0217 2 3894.221 .54 -18.651 0 -.047 -.001218 3 3882.327 .54 -18.651 0 -.093 -.003219 4 3870.433 .54 -18.651 0 -.14 -.004220 5 3858.539 .54 -18.651 0 -.187 -.005221 3 M65 1 1249.071 -59.665 -.185 .002 0 0222 2 1232.876 -59.665 -.185 .002 0 .149223 3 1216.682 -59.665 -.185 .002 0 .298224 4 1177.633 141.388 -.167 -.002 -.005 .373225 5 1161.438 141.388 -.167 -.002 -.005 .02226 3 M66 1 201.053 5.755 -.018 -.003 -.004 -.064227 2 201.053 -1.398 -.018 -.003 -.004 -.066228 3 201.053 -8.55 -.018 -.003 -.004 -.061229 4 201.053 -15.703 -.018 -.003 -.004 -.048230 5 201.053 -22.855 -.018 -.003 -.004 -.026231 3 M69 1 3724.212 9.344 -.245 .01 0 0232 2 3708.017 9.344 -.245 .01 0 -.023233 3 3691.823 9.344 -.245 .01 -.001 -.047234 4 3675.629 9.344 -.245 .01 -.002 -.07235 5 3659.435 9.344 -.245 .01 -.002 -.093236 3 M71 1 3556.723 -.465 -20.065 .003 0 0237 2 3544.829 -.465 -20.065 .003 -.05 .001238 3 3532.935 -.465 -20.065 .003 -.1 .002239 4 3521.041 -.465 -20.065 .003 -.15 .003240 5 3509.146 -.465 -20.065 .003 -.201 .005241 3 M73 1 3390.633 -.291 1.471 0 0 0242 2 3378.739 -.291 1.471 0 .004 0243 3 3366.845 -.291 1.471 0 .007 .001244 4 3354.951 -.291 1.471 0 .011 .002245 5 3343.057 -.291 1.471 0 .015 .003246 3 M75 1 2753.899 -.103 -32.615 -.003 0 0247 2 2742.005 -.103 -32.615 -.003 -.082 0248 3 2730.111 -.103 -32.615 -.003 -.163 0249 4 2718.217 -.103 -32.615 -.003 -.245 0250 5 2706.323 -.103 -32.615 -.003 -.326 .001251 3 M79 1 -221.933 18.365 14.299 -.048 -.074 .008252 2 -221.933 8.27 14.299 -.048 -.052 -.013253 3 -221.933 -1.826 14.299 -.048 -.029 -.018254 4 -221.933 -11.921 14.299 -.048 -.007 -.007

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Company : Plump Engineering, Inc. July 10, 20172:21 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

255 5 -221.933 -22.017 14.299 -.048 .015 .019256 3 M97 1 521.35 -.588 -7.713 -.013 0 0257 2 509.456 -.588 -7.713 -.013 -.019 .001258 3 497.561 -.588 -7.713 -.013 -.039 .003259 4 485.667 -.588 -7.713 -.013 -.058 .004260 5 457.364 -113.662 21.306 .011 -.028 .106261 3 M98 1 121.888 -4.506 13.272 -.009 -.014 -.011262 2 121.888 -6.687 13.272 -.009 -.008 -.008263 3 121.888 -8.867 13.272 -.009 -.002 -.005264 4 121.888 -11.048 13.272 -.009 .004 0265 5 121.888 -13.228 13.272 -.009 .01 .005266 3 M99 1 -8.814 5.541 15.747 0 -.015 .002267 2 -8.814 3.361 15.747 0 -.008 0268 3 -8.814 1.18 15.747 0 0 -.001269 4 -8.814 -1 15.747 0 .006 -.001270 5 -8.814 -3.181 15.747 0 .014 0271 3 M103 1 573.513 .879 -3.955 0 0 0272 2 561.618 .879 -3.955 0 -.01 -.002273 3 549.724 .879 -3.955 0 -.02 -.004274 4 537.83 .879 -3.955 0 -.03 -.007275 5 499.47 73.258 7.32 -.017 -.014 -.085276 3 M105 1 124.284 .923 -4.234 0 0 0277 2 112.39 .923 -4.234 0 -.011 -.002278 3 100.496 .923 -4.234 0 -.021 -.005279 4 88.602 .923 -4.234 0 -.032 -.007280 5 85.73 -71.456 -15.509 -.004 -.068 .034281 3 M106 1 78.65 21.607 -6.148 .008 .01 .014282 2 78.65 19.426 -6.148 .008 .007 .005283 3 78.65 17.246 -6.148 .008 .005 -.003284 4 78.65 15.065 -6.148 .008 .002 -.011285 5 78.65 12.885 -6.148 .008 -.001 -.017286 3 M107 1 -6.271 4.859 -5.126 .003 .007 .001287 2 -6.271 2.679 -5.126 .003 .004 0288 3 -6.271 .498 -5.126 .003 .002 -.001289 4 -6.271 -1.682 -5.126 .003 0 0290 5 -6.271 -3.863 -5.126 .003 -.003 0291 3 M114 1 473.805 .659 23.079 .008 0 0292 2 461.911 .659 23.079 .008 .058 -.002293 3 450.017 .659 23.079 .008 .115 -.003294 4 438.123 .659 23.079 .008 .173 -.005295 5 426.229 .659 23.079 .008 .231 -.007296 3 M116 1 1458.582 .172 -2.484 -.005 0 0297 2 1446.688 .172 -2.484 -.005 -.006 0298 3 1434.794 .172 -2.484 -.005 -.012 0299 4 1422.9 .172 -2.484 -.005 -.019 -.001300 5 1411.006 .172 -2.484 -.005 -.025 -.002

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6018

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:22 PMS.1703116 - Table Mountain.r3d

N119

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6019

Company : Plump Engineering, Inc. July 10, 20172:22 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Cold Formed Steel Section SetsLabel Shape Type Design List Material Design Ru... A [in2] Iyy [in4] Izz [in4] J [in4]

1 BEAM 1 6.00CUx3.00x0598 Beam None A653 SS Gr33 Typical 2.153 8.924 14.539 .012 BEAM 2 6.25CUx3.00x0598 Beam None A653 SS Gr33 Typical 2.226 9.775 16.298 .0113 BEAM 3 6.50CUx3.00x0598 Beam None A653 SS Gr33 Typical 2.298 10.674 18.19 .0114 BEAM 4 6.75CUx3.00x0598 Beam None A653 SS Gr33 Typical 2.506 11.622 21.196 .0145 BEAM 5 7.00CUx3.00x0598 Beam None A653 SS Gr33 Typical 2.726 12.62 24.58 .0186 BEAM 6 7.25CUx3.00x0598 Beam None A653 SS Gr33 Typical 3.299 13.669 31.065 .0337 BEAM 7 7.50CUx3.00x0598 Beam None A653 SS Gr33 Typical 3.839 14.77 37.835 .0538 BEAM 8 7.75CUx3.00x0598 Beam None A653 SS Gr33 Typical 3.888 15.923 41.023 .052

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Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:22 PMS.1703116 - Table Mountain.r3d

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BEAM 1BEAM 2

BEAM 3BEAM 4

BEAM 5BEAM 6

BEAM 7BEAM 8BEAM 8BEAM 7BEAM 6

BEAM 5BEAM 4

BEAM 3BEAM 2

BEAM 1

Y

XZ

Section Sets

LIFT LUGLIFTING MEMBERBASE TUBETUBEDoor FrameBEAM 1BEAM 2BEAM 3BEAM 4BEAM 5BEAM 6BEAM 7BEAM 8WALLLIFTING STRAP

6021

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:22 PMS.1703116 - Table Mountain.r3d

N119

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M80

M82

M84

M86

M88

M90

M92M94 M95

M93

M91

M89

M87

M85

M83

M81

Y

XZ

6022

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:22 PMS.1703116 - Table Mountain.r3d

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M80

M82

M84

M86

M88

M90

M92M94 M95

M93

M91

M89

M87

M85

M83

M81

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft-60lb/ft

Y

XZ

Loads: BLC 1, DL

6023

Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:22 PMS.1703116 - Table Mountain.r3d

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M80

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M92M94 M95

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M89

M87

M85

M83

M81

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft

-60lb/ft-60lb/ft

Y

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Loads: BLC 3, RLL

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Plump Engineering, Inc.

BAB

S.1703116

Table Mountain July 10, 2017 at 2:23 PMS.1703116 - Table Mountain.r3d

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.25

.40

.51

.53

.52

.39

.31.30

.30.31

.39

.52

.53

.51

.40

.25

Y

XZ

Code Check( Env )

No Calc > 1.0.90-1.0.75-.90.50-.75 0.-.50

Member Code Checks Displayed (Enveloped)Envelope Only Solution

6025

Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (ft/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

597YesYesYesYes144.120.50%YesYes332.2244YXZSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum Code

AISC 14th(360-10): ASDYes(Iterative)AISC 14th(360-10): ASDAISI S100-12: ASDAWC NDS-12: ASD< 100FACI 318-11ACI 530-13: ASDAA ADM1-10: ASD - Building

Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Footing Overturning Safety FactorOptimize for OTM/SlidingCheck Concrete BearingFooting Concrete Weight (k/ft^3)Footing Concrete f'c (ksi)Footing Concrete Ec (ksi)LambdaFooting Steel fy (ksi)Minimum SteelMaximum SteelFooting Top BarFooting Top Bar Cover (in)Footing Bottom BarFooting Bottom Bar Cover (in)Pedestal BarPedestal Bar Cover (in)Pedestal Ties

1NoNo.145436441600.00180.0075#61.5#63#61.5#4

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distribut...Area(M... Surface(...

1 DL DL -1 362 LL LL 103 RLL RLL 244 ELX ELX 25 ELZ ELZ 26 WLX WLX 27 WLZ WLZ 2

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Load CombinationsDescription Solve P...... BLC Fa... BLC Fa...BLC F...BLC Fa... BLCF... BLC Fa...BLC Fa...BLC Fa... BLC Fa... ... ...

1 DL Yes DL 12 DL+LL DL 1 LL 13 DL+RLL Yes DL 1 RLL 14 DL+0.75LL+0.75RLL DL 1 LL .75 RLL .755 DL+ELX DL 1 ELX 16 DL+ELZ DL 1 ELZ 17 0.6DL+ELX DL .6 ELX 18 0.6DL+ELZ DL .6 ELZ 19 DL+WLX DL 1 W... 110 DL+.75LL+.75(.6WLX)+.75RLL DL 1 LL .75 RLL .75 W... .7511 DL+WLZ DL 1 W... 112 DL+.75LL+.75(.6WLZ)+.75RLL DL 1 LL .75 RLL .75 W... .7513 0.6DL+WLX DL .6 W... 114 0.6DL+WLZ DL .6 W... 115 DL DL 116 LL LL 117 RLL RLL 118 ELX ELX 1.419 ELZ ELZ 1.420 WLX W... 1.621 WLZ W... 1.622 1.25DL +1.25LL DL 1.25 LL 1.2523 .9DL+1.4ELX DL .9 ELX 1.424 .9DL-1.4ELX DL .9 ELX -1.425 .9DL+1.4ELX DL .9 ELZ 1.426 .9DL-1.4ELX DL .9 ELZ-1.427 .9DL+1.6WLX DL .9 W... 1.628 .9DL-1.6WLX DL .9 W... -1.629 .9DL+1.6WLZ DL .9 W... 1.630 .9DL-1.6WLZ DL .9 W... -1.6

Member Distributed Loads (BLC 1 : DL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M4 Y -150 -150 0 02 M1 Y -150 -150 0 03 M2 Y -150 -150 0 04 M3 Y -150 -150 0 05 M6 Y -225 -225 0 06 M10 Y -225 -225 0 07 M8 Y -60 -60 0 08 M12 Y -60 -60 0 09 M18 Y -150 -150 0 010 M19 Y -150 -150 0 011 M20 Y -150 -150 0 012 M21 Y -150 -150 0 013 M23 Y -225 -225 0 014 M25 Y -60 -60 0 015 M27 Y -225 -225 0 016 M29 Y -60 -60 0 017 M46 Y -225 -225 0 018 M48 Y -60 -60 0 019 M50 Y -225 -225 0 020 M52 Y -60 -60 0 021 M80 Y -60 -60 0 0

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 1 : DL) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

22 M81 Y -60 -60 0 023 M82 Y -60 -60 0 024 M83 Y -60 -60 0 025 M84 Y -60 -60 0 026 M85 Y -60 -60 0 027 M86 Y -60 -60 0 028 M87 Y -60 -60 0 029 M88 Y -60 -60 0 030 M89 Y -60 -60 0 031 M90 Y -60 -60 0 032 M91 Y -60 -60 0 033 M92 Y -60 -60 0 034 M93 Y -60 -60 0 035 M94 Y -60 -60 0 036 M95 Y -60 -60 0 0

Member Distributed Loads (BLC 2 : LL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M19 Y -110 -110 12 16.52 M2 Y -110 -110 12 16.53 M3 Y -110 -110 .5 2.254 M3 Y -110 -110 12.75 14.55 M20 Y -110 -110 .5 2.256 M20 Y -110 -110 12.75 14.57 M1 Y -110 -110 2.75 6.258 M18 Y -110 -110 2.75 6.259 M4 Y -110 -110 0 3.510 M21 Y -110 -110 0 3.5

Member Distributed Loads (BLC 3 : RLL)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Y -225 -225 0 02 M10 Y -225 -225 0 03 M12 Y -60 -60 0 04 M8 Y -60 -60 0 05 M46 Y -225 -225 0 06 M48 Y -60 -60 0 07 M50 Y -225 -225 0 08 M52 Y -60 -60 0 09 M80 Y -60 -60 0 010 M81 Y -60 -60 0 011 M82 Y -60 -60 0 012 M83 Y -60 -60 0 013 M84 Y -60 -60 0 014 M85 Y -60 -60 0 015 M86 Y -60 -60 0 016 M87 Y -60 -60 0 017 M88 Y -60 -60 0 018 M89 Y -60 -60 0 019 M90 Y -60 -60 0 020 M91 Y -60 -60 0 021 M92 Y -60 -60 0 022 M93 Y -60 -60 0 023 M94 Y -60 -60 0 024 M95 Y -60 -60 0 0

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Distributed Loads (BLC 4 : ELX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 142 142 0 02 M12 X 142 142 0 0

Member Distributed Loads (BLC 5 : ELZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 64 64 0 02 M10 Z 64 64 0 0

Member Distributed Loads (BLC 6 : WLX)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M8 X 125 125 0 02 M12 X 125 125 0 0

Member Distributed Loads (BLC 7 : WLZ)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,...Start Location[ft,%] End Location[ft,%]

1 M6 Z 34 34 0 02 M10 Z 34 34 0 0

Member Cold Formed Steel Code ChecksLC Member Shape UC Max Loc[ft] Shear ... Loc[ft] Dir Pn/Om[l...Tn/Om[l...Mnyy/O...Mnzz/O... Cb Cmyy Cmzz Eqn

1 1 M80 6.00CUx3.... .132 1 .064 0 y 21120.4...42537.7... .316 4.072 1.635 .6 .85 C3.3.1...2 1 M81 6.00CUx3.... .132 0 .064 1 y 21120.4...42537.7... .316 4.072 1.635 .6 .85 C3.3.1...3 1 M82 6.25CUx3.... .214 1 .053 0 y 21332.5...43978.0... .307 4.331 1.218 .6 .85 C3.3.1...4 1 M83 6.25CUx3.... .214 0 .053 1 y 21332.5...43978.0... .307 4.331 1.218 .6 .85 C3.3.1...5 1 M84 6.50CUx3.... .277 1 .043 0 y 21527.1345412.67 .299 4.597 1.12 .6 .85 C3.3.1...6 1 M85 6.50CUx3.... .277 0 .043 1 y 21527.1345412.67 .299 4.597 1.12 .6 .85 C3.3.1...7 1 M86 6.75CUx3.... .287 1 .032 0 y 24851.4...49517.2... .408 5.409 1.075 .6 .85 C3.3.1...8 1 M87 6.75CUx3.... .287 0 .032 1 y 24851.4...49517.2... .408 5.409 1.075 .6 .85 C3.3.1...9 1 M88 7.00CUx3.... .280 1 .023 0 y 28364.48 53858.3... .543 6.307 1.048 .6 .85 C3.3.1...10 1 M89 7.00CUx3.... .280 0 .023 1 y 28364.48 53858.3... .543 6.307 1.048 .6 .85 C3.3.1...11 1 M90 7.25CUx3.... .212 1 .013 0 y 41248.3...65180.6... 1.405 8.98 1.028 .6 .85 C3.3.1...12 1 M91 7.25CUx3.... .212 0 .013 1 y 41248.3...65180.6... 1.405 8.98 1.028 .6 .85 C3.3.1...13 1 M92 7.50CUx3.... .167 1 .007 0 y 52772.28 75852.1... 2.904 11.846 1.012 .6 .85 C3.3.1...14 1 M93 7.50CUx3.... .167 0 .007 1 y 52772.28 75852.1... 2.904 11.846 1.012 .6 .85 C3.3.1...15 1 M94 7.75CUx3.... .164 .5 .002 0 y 52591.0...76830.26 2.572 12.118 1.001 .6 .85 C3.3.1...16 1 M95 7.75CUx3.... .164 0 .002 .5 y 52591.0...76830.26 2.572 12.118 1.001 .6 .85 C3.3.1...17 3 M80 6.00CUx3.... .246 1 .119 0 y 21120.4...42537.7... .316 4.072 1.634 .6 .85 C3.3.1...18 3 M81 6.00CUx3.... .246 0 .119 1 y 21120.4...42537.7... .316 4.072 1.634 .6 .85 C3.3.1...19 3 M82 6.25CUx3.... .399 1 .099 0 y 21332.5...43978.0... .307 4.331 1.217 .6 .85 C3.3.1...20 3 M83 6.25CUx3.... .399 0 .099 1 y 21332.5...43978.0... .307 4.331 1.217 .6 .85 C3.3.1...21 3 M84 6.50CUx3.... .513 1 .080 0 y 21527.1345412.67 .299 4.597 1.12 .6 .85 C3.3.1...22 3 M85 6.50CUx3.... .513 0 .080 1 y 21527.1345412.67 .299 4.597 1.12 .6 .85 C3.3.1...23 3 M86 6.75CUx3.... .532 1 .059 0 y 24851.4...49517.2... .408 5.409 1.075 .6 .85 C3.3.1...24 3 M87 6.75CUx3.... .532 0 .059 1 y 24851.4...49517.2... .408 5.409 1.075 .6 .85 C3.3.1...25 3 M88 7.00CUx3.... .518 1 .042 0 y 28364.48 53858.3... .543 6.307 1.047 .6 .85 C3.3.1...26 3 M89 7.00CUx3.... .518 0 .042 1 y 28364.48 53858.3... .543 6.307 1.047 .6 .85 C3.3.1...27 3 M90 7.25CUx3.... .393 1 .024 0 y 41248.3...65180.6... 1.405 8.98 1.028 .6 .85 C3.3.1...28 3 M91 7.25CUx3.... .393 0 .024 1 y 41248.3...65180.6... 1.405 8.98 1.028 .6 .85 C3.3.1...29 3 M92 7.50CUx3.... .309 1 .012 0 y 52772.28 75852.1... 2.904 11.846 1.012 .6 .85 C3.3.1...30 3 M93 7.50CUx3.... .309 0 .012 1 y 52772.28 75852.1... 2.904 11.846 1.012 .6 .85 C3.3.1...31 3 M94 7.75CUx3.... .303 .5 .004 0 y 52591.0...76830.26 2.572 12.118 1.001 .6 .85 C3.3.1...32 3 M95 7.75CUx3.... .303 0 .004 .5 y 52591.0...76830.26 2.572 12.118 1.001 .6 .85 C3.3.1...

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section ForcesLC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

1 1 M80 1 0 521.421 0 0 0 02 2 0 504.59 0 0 0 -.1283 3 0 487.758 0 0 0 -.2524 4 0 470.927 0 0 0 -.3725 5 0 454.096 0 0 0 -.4886 1 M81 1 0 -454.096 0 0 0 -.4887 2 0 -470.927 0 0 0 -.3728 3 0 -487.758 0 0 0 -.2529 4 0 -504.59 0 0 0 -.12810 5 0 -521.421 0 0 0 011 1 M82 1 0 454.096 0 0 0 -.48812 2 0 437.202 0 0 0 -.59913 3 0 420.309 0 0 0 -.70614 4 0 403.416 0 0 0 -.80915 5 0 386.523 0 0 0 -.90816 1 M83 1 0 -386.523 0 0 0 -.90817 2 0 -403.416 0 0 0 -.80918 3 0 -420.309 0 0 0 -.70619 4 0 -437.202 0 0 0 -.59920 5 0 -454.096 0 0 0 -.48821 1 M84 1 0 386.523 0 0 0 -.90822 2 0 369.568 0 0 0 -1.00323 3 0 352.613 0 0 0 -1.09324 4 0 335.658 0 0 0 -1.17925 5 0 318.703 0 0 0 -1.26126 1 M85 1 0 -318.703 0 0 0 -1.26127 2 0 -335.658 0 0 0 -1.17928 3 0 -352.613 0 0 0 -1.09329 4 0 -369.568 0 0 0 -1.00330 5 0 -386.523 0 0 0 -.90831 1 M86 1 0 318.703 0 0 0 -1.26132 2 0 301.571 0 0 0 -1.33833 3 0 284.439 0 0 0 -1.41134 4 0 267.307 0 0 0 -1.4835 5 0 250.176 0 0 0 -1.54536 1 M87 1 0 -250.176 0 0 0 -1.54537 2 0 -267.307 0 0 0 -1.4838 3 0 -284.439 0 0 0 -1.41139 4 0 -301.571 0 0 0 -1.33840 5 0 -318.703 0 0 0 -1.26141 1 M88 1 0 250.176 0 0 0 -1.54542 2 0 232.857 0 0 0 -1.60543 3 0 215.538 0 0 0 -1.66244 4 0 198.22 0 0 0 -1.71345 5 0 180.901 0 0 0 -1.76146 1 M89 1 0 -180.901 0 0 0 -1.76147 2 0 -198.22 0 0 0 -1.71348 3 0 -215.538 0 0 0 -1.66249 4 0 -232.857 0 0 0 -1.60550 5 0 -250.176 0 0 0 -1.54551 1 M90 1 0 180.901 0 0 0 -1.76152 2 0 163.095 0 0 0 -1.80453 3 0 145.289 0 0 0 -1.84254 4 0 127.483 0 0 0 -1.87655 5 0 109.677 0 0 0 -1.90656 1 M91 1 0 -109.677 0 0 0 -1.906

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

57 2 0 -127.483 0 0 0 -1.87658 3 0 -145.289 0 0 0 -1.84259 4 0 -163.095 0 0 0 -1.80460 5 0 -180.901 0 0 0 -1.76161 1 M92 1 0 109.677 0 0 0 -1.90662 2 0 91.412 0 0 0 -1.93163 3 0 73.146 0 0 0 -1.95264 4 0 54.881 0 0 0 -1.96865 5 0 36.615 0 0 0 -1.97966 1 M93 1 0 -36.615 0 0 0 -1.97967 2 0 -54.881 0 0 0 -1.96868 3 0 -73.146 0 0 0 -1.95269 4 0 -91.412 0 0 0 -1.93170 5 0 -109.677 0 0 0 -1.90671 1 M94 1 0 36.615 0 0 0 -1.97972 2 0 27.461 0 0 0 -1.98373 3 0 18.308 0 0 0 -1.98674 4 0 9.154 0 0 0 -1.98875 5 0 0 0 0 0 -1.98876 1 M95 1 0 0 0 0 0 -1.98877 2 0 -9.154 0 0 0 -1.98878 3 0 -18.308 0 0 0 -1.98679 4 0 -27.461 0 0 0 -1.98380 5 0 -36.615 0 0 0 -1.97981 3 M80 1 0 971.421 0 0 0 082 2 0 939.59 0 0 0 -.23983 3 0 907.758 0 0 0 -.4784 4 0 875.927 0 0 0 -.69385 5 0 844.096 0 0 0 -.90886 3 M81 1 0 -844.096 0 0 0 -.90887 2 0 -875.927 0 0 0 -.69388 3 0 -907.758 0 0 0 -.4789 4 0 -939.59 0 0 0 -.23990 5 0 -971.421 0 0 0 091 3 M82 1 0 844.096 0 0 0 -.90892 2 0 812.202 0 0 0 -1.11593 3 0 780.309 0 0 0 -1.31494 4 0 748.416 0 0 0 -1.50595 5 0 716.523 0 0 0 -1.68896 3 M83 1 0 -716.523 0 0 0 -1.68897 2 0 -748.416 0 0 0 -1.50598 3 0 -780.309 0 0 0 -1.31499 4 0 -812.202 0 0 0 -1.115100 5 0 -844.096 0 0 0 -.908101 3 M84 1 0 716.523 0 0 0 -1.688102 2 0 684.568 0 0 0 -1.863103 3 0 652.613 0 0 0 -2.03104 4 0 620.658 0 0 0 -2.19105 5 0 588.703 0 0 0 -2.341106 3 M85 1 0 -588.703 0 0 0 -2.341107 2 0 -620.658 0 0 0 -2.19108 3 0 -652.613 0 0 0 -2.03109 4 0 -684.568 0 0 0 -1.863110 5 0 -716.523 0 0 0 -1.688111 3 M86 1 0 588.703 0 0 0 -2.341112 2 0 556.571 0 0 0 -2.484113 3 0 524.439 0 0 0 -2.619

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Company : Plump Engineering, Inc. July 10, 20172:23 PMDesigner : BAB

Job Number : S.1703116 Checked By: GMPModel Name : Table Mountain

Member Section Forces (Continued)LC Member Label Sec Axial[lb] y Shear[lb] z Shear[lb] Torque[k-ft] y-y Moment[k...z-z Moment[k...

114 4 0 492.307 0 0 0 -2.746115 5 0 460.176 0 0 0 -2.865116 3 M87 1 0 -460.176 0 0 0 -2.865117 2 0 -492.307 0 0 0 -2.746118 3 0 -524.439 0 0 0 -2.619119 4 0 -556.571 0 0 0 -2.484120 5 0 -588.703 0 0 0 -2.341121 3 M88 1 0 460.176 0 0 0 -2.865122 2 0 427.857 0 0 0 -2.976123 3 0 395.538 0 0 0 -3.079124 4 0 363.22 0 0 0 -3.174125 5 0 330.901 0 0 0 -3.261126 3 M89 1 0 -330.901 0 0 0 -3.261127 2 0 -363.22 0 0 0 -3.174128 3 0 -395.538 0 0 0 -3.079129 4 0 -427.857 0 0 0 -2.976130 5 0 -460.176 0 0 0 -2.865131 3 M90 1 0 330.901 0 0 0 -3.261132 2 0 298.095 0 0 0 -3.339133 3 0 265.289 0 0 0 -3.41134 4 0 232.483 0 0 0 -3.472135 5 0 199.677 0 0 0 -3.526136 3 M91 1 0 -199.677 0 0 0 -3.526137 2 0 -232.483 0 0 0 -3.472138 3 0 -265.289 0 0 0 -3.41139 4 0 -298.095 0 0 0 -3.339140 5 0 -330.901 0 0 0 -3.261141 3 M92 1 0 199.677 0 0 0 -3.526142 2 0 166.412 0 0 0 -3.572143 3 0 133.146 0 0 0 -3.609144 4 0 99.881 0 0 0 -3.638145 5 0 66.615 0 0 0 -3.659146 3 M93 1 0 -66.615 0 0 0 -3.659147 2 0 -99.881 0 0 0 -3.638148 3 0 -133.146 0 0 0 -3.609149 4 0 -166.412 0 0 0 -3.572150 5 0 -199.677 0 0 0 -3.526151 3 M94 1 0 66.615 0 0 0 -3.659152 2 0 49.961 0 0 0 -3.666153 3 0 33.308 0 0 0 -3.672154 4 0 16.654 0 0 0 -3.675155 5 0 0 0 0 0 -3.676156 3 M95 1 0 0 0 0 0 -3.676157 2 0 -16.654 0 0 0 -3.675158 3 0 -33.308 0 0 0 -3.672159 4 0 -49.961 0 0 0 -3.666160 5 0 -66.615 0 0 0 -3.659

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