PEMBEBANAN TINGGI 10x10
Transcript of PEMBEBANAN TINGGI 10x10
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CONTENT LIST
CONTENT LIST
DESIGN CRITERIA
LOADING CALCULATION
GORDING ANALYSIS
SUPPORT CLADDING ANALYSIS
SHELTER ANALYSIS
Steel Roof Analysis
Concreate Coloumn Analysis
Concreate Beam Analysis Joint Connection
FOUNDATION ANALYSIS
Pile Analysis
Pilecap Analysis
Tie Beam Analysis
APPENDIX
Input & Output SAP2000
etail ra!in"
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RESUME
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ANALISA PERHITUNGAN
COAL SHELTERLOKASI LONTAR - INDONESIA
LOADING DATA
Beban-beban yang bekerja adalah :
1 Beban Mati, meliputi berat sendiri profil baja, dan beton
2 Beban Hidup Orang : 100 kgjoint
! Beban Hidup Hujan : 20 kgm2
" #empa $ndonesia : 0%! g empa 'ilayah ()
DESIGN OUTPUT SUMMARY
Max. Stress Ratio
1 Ma*imum +tress atio 0%. / 1%00
Max. Displae!e"t
Ma*imum isplaement 2! / !3. mm mm
45*isting6
Sa#et$ #ator 1%2 Beban Mati
1%( Beban Hidup!%0 esign 7ondasi
NOTE
%. Dari &asil 'iatas( )a&*a +"t+, tea"a" s+'a& !e!e"+&i pers$arata"
. Perio'a e!pa /T0 !a,si!al !o'e % a'ala& .1 'eti,
PT. DUTACIPTA PAKARPERKASA App
PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
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esign
8hek $
8hek $$
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e9% 0
ate 0202010
O;
O;
ro2e' )$ 3
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DESIGN CRITERIA
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Pag" &&
DESIGN CRITERIA
SHELTER COAL YARD PLTU RIAU
A Geo!etr$ Str+t+re
4i+re % 5 S&elter Coal Yar' Setio"
6 Spesi#iatio"
1 Steel Structure1% +teel #rade < =+>M =!(
fy < 2"0 Mpa
fu < "00 Mpa
2 Concreate Structure
1% 8onreate +trength < -!.0
2% ound Bar < =+>M =-(1. M
3 Joint Connection
1% Bolt #rade < =+>M =!2. ?$+ %
2% 'elded < ='+ 1%1 530@@%
fy < ". Mpa
4 Anchor Bolt Grade < =+>M =-120
C Co'e 7 Sta"'ar'
1 +teel A 8onnetion esign =$+8 !(0-0.
2 +eismi oad esign CB8 13
! 'ind oad esign =+85 3-02
" i9e oad esign =+85 3-02
. +trutural 'elding esign ='+ 1%1
D Meto'e A"al$sis
PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
/0.00 M
+%.
0M
%&.
/*M
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Pag" &+
PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
1 +trutural =nalysis esign use +=72000 Dith ! =nalysis
2 Main +truture use H Beam 7rofile, and 7urlin use 7ipe 7rofile
! esign >oleranes :
=lloDable +tress atio 1 1%00=lloDable Eertial 1 120 &ead oad)
isplaement 1 !(0 &i9e oad)
1 2"0 &ead oad F i9e oad)
" oading 8alulation
a% ead oad
b% i9e oad
% 'ind oad
d% +eismi oad
E Loa'i"
E% Dea' Loa'=dapun yang termasuk didalam kategori beban ini adalah :
1 +teel Material < 3.0
2 8onreate Material < 2"00
! oof < 10
" 5letrikal < !
E Li2e Loa'
1 i9e oad < 100 4efer to =+85 3-026
E 8i"' Loa'
1 'ind +peed < 2%23 ms 4efer to o $=C-G-2(0-00!6
2 or etail +ee =+85 3-02, 'all A oof
kgm!
kgm!
kgm2
kgm2
kgm2
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PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
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PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
E9 EARTH:UAKE
igure 2 : +eismi Ione Map of $ndonesia
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PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
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Pag" &(
PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
4 COM6INATION
4% 6asi Co!)i"atio" 4or Stre"t& Desi"
1 1%" ead2 1%2 ead F 1%( i9e
! 1%2 ead F 1%( i9e 4edution6 J 1%( 'ind
" 0% ead J 1%( 'ind
. 1%2 ead F 5arthKuake F i9e
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PT.DUTACIPTA PAKARPERKASAJL.MANSTRIP IX Km 07 Waru Gunung -Karang Pilang Suraa!aT"l#. $0%&' 7((0)*+, a. $0%&' 7((0)*%
( 0% ead F 5arthKuake
4 Ser2ie Co!)i"atio"
3 ead
i9e
ead F i9e
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Pag" &/
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Pag" &*
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Pag" +0
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Pag" +&
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Pag" ++
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Pag" +%
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Pag" +)
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LOADING CALCULATION
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LOADING CALCULATION %; < %;
A 6UILDING GEOMETRY
10
000
10000
Bay +pan < (000 mm * !%0 < 1000 mm
A DEAD LOAD
% Roo#s
1% < (
2% +pan of 7urlin < 1%2 mL!% +pan of +truture < (%0 mL
oof 'eight 4( Meter6 < (%00 * (%00 < !(%00 kgm
Gor'i"
1% 871.0N.0N20N!%2 < "%3 kgm
2% Other 41.6 < 0%3. kgm
>otal .%32 kgm
#ording 'eight < .%32 * (%00 < !"%2 kg
< "2%3 kgmL
1 Cla'i"
1% 871.0N.0N20N!%2 < "%3 kgm
2% Other 41.6 < 0%3. kgm
>otal .%32 kgm
#ording 'eight < .%32 * (%00 < !"%2 kg
< "2%3 kgmL
9 8all
1% < (
2% +pan of 8lading < 1%2 mL
oof 'eigth m2 kgm2
oof 'eigth m2 kgm2
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!% +pan of +truture < (%0 mL
'all 'eight 4( Meter6 < (%00 * (%00 < !(%00 kgm
= Sel# 8ei&t
+teel 'eigth automati analysis from +taad 7ro
6 ROO4 LI>E /4lat( Pit&e'( a"' C+r2e' Roo#s0
< 0%.3( ASCE7-05, 4.9.1
< .%3!(
'here :
< 0%( See ASCE7-05 !a"le 4.1#
< (0%0 !ri"utar$ Area#
% < 2%12 &i'e to S(an &atio#
1 for P 1%.
< 1%2 - 0%001 for 1%. / / ..%3"
0%( for Q ..%3"
< 0%(
1 for % P "
< 1%2 - 0%0. % for " / % / 12
0%( for % Q 12
< 1
1 +pan of 7urlin < 1%2 mL
2 +pan of +truture < (%0 mL
oof i9e < .%3!( * (%0 < !.2%" kgm
C 8IND LOAD
External Pressure (qz x G x Cp)
1% 'all 7resure 8offiient 8p
= 'indDard 'all < 0%0
B eeDard 'all < -0%.0
1% ength, < 10%00 m
2% ength, B < 1%00 m
B < 0%.(
8 +ide 'all < -0%3
m2
kgm2
0
=t m2
=t m2
1
=t m2 =t
=t m2
1
2
2
2#0 RRLL
r =
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2% oof 7resure 8offiient 8p
= 'indDard Kuarter < -1%1 4-6
< -0%1 4F6
1% +udut < 10 erajat
2% Heigth, H < %"" m
!% ength, < 10%00 m
"% H < 0%""1
8 eeDard oof < -0%!0
-1%1 -0%!0
-0%1
0%0 -0%3
Press+re Co##iie"ts( CP
!% Eeloity 7ressure
'here,
1% 5*posure >ype < 8
2% Eeloity 7ressure 5*posure, R opographi ator, Rt < 1%00
"% 'ind iretionality ator, d < 0%.
.% 'ind +peed, E < !!%! ms
(% $mportane ator, $ < 1%00
"% #ust 5ffet ator 4#6
IVKKKqz dztz = 2$#%&0
2
'(0#&2g
z zzK =
2
'#)(0#&2g
z zK =
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or igid +truture
'here,
1% < !%"0
2% $ntensity of turbulene at height R
'here,
1% 5Kui9alent Height, I < 1.%00 ft
2% 8oeff% 8 < 0%20 45*posure 86
+o
< 0%2!
!% Bakground esponse, G
'here,
1% ength B < 1%00 m < .%0( ft
2% Heigth h < 3%10 m < 2!%!0 ft
!% ength R
"% < "23%0( ft
'here,
< 0%2
l < .00 ft
+o
< 0%0"1
"% #ust 5ffet ator, #
< 0%3"(
gGand g
9shall be taken as
+
+=
zv
zQ
Ig
QIgG
*#
*#+2)&0
$#
%%
=z
cIz
$#
%%
=z
cIz
$%&0
$%&0#
#
++
=
zL
hBQ
=%%
zLz
$%&0
$%&0#
#
++
=
zL
hBQ
++=zv
zQ
Ig
QIgG
*#
*#+2)&0
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Internal Pressure (GCpi)
1% =+85 3-0., $nternal 7ressure 8oeffiient, #8pi
E"los+re Classi#iatio" GCpi
Open Building 0
7artially 5nlosed Buildings F 0%..
- 0%..
5nlosed Buildings F 0%1
- 0%1
2% 5nlosure 8lassifiation < 0%1
0%1 0%1
-0%1 0%1 0%1
Wind Force (p)
+pan of 7urlin < 1%2 m
+pan of +truture < (%0 m
+pan of 'ind 8olumn < .%0 m
Height of after < %2 mHeight of 'ind 8olumn < (% m
qz
GCp
qhG Cp qhG Cp
GCpiqCpGqp =
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8IND -102%1.2
Roo# /?0
o
5l9% R #ust 'ind 7resure $n
4ft6 4m6 48ase 26 4#6 'inDard 8entre
1 0%00 0%00 0%. "1%!( .0%10" 0%3. -101%"!( 0%00
2 2(%2 %20 0%( ...%32 .(%((3 0%3. -11"%32! 0%00
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
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$7C> -10%00
-."%0"
8IND @
8ALL
Middle +pan
o 5l9% R #ust 'ind 7resure $nput4ft6 4m6 48ase 26 4#6 'inDard e
1 0%00 0%00 0%. "1%!( .0%10" 0%3. 220%!( TTT
2 1"%3( "%.0 0%. "1%!( .0%10" 0%3. 220%!( TTT
! 22%. (% 0%! .!.%.2 ."%(03 0%3. 2"0%13. TTT
ront A Bak +pan
o5l9% R #ust 'ind 7resure $nput
4ft6 4m6 48ase 26 4#6 'inDard e
1 0%00 0%00 0%. "1%!( .0%10" 0%3. 110%1" -3%(!2 1"%3( "%.0 0%. "1%!( .0%10" 0%3. 110%1" -3%(!
! 1%( (%00 0%0 .20%!0 .!%0.. 0%3. 11(%(3! -"%!2
Si'e 8all
Middle
o5l9% R #ust
'ind 7resure $nput4ft6 4m6 48ase 26 4#6
1 0%00 0%00 0%. "1%!( .0%10" 0%3. -2!%1.12 1%( (%00 0%0 .20%!0 .!%0.. 0%3. -210%1"3
$7C> -22"%1"
eft A ight
o5l9% R #ust
'ind 7resure $nput4ft6 4m6 48ase 26 4#6
1 0%00 0%00 0%. "1%!( .0%10" 0%3. -11%03(
2 1%( (%00 0%0 .20%!0 .!%0.. 0%3. -12(%0
$7C> -122%.2
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
)*
)*
4m26 4kgm26
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m2
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-0%"0
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qhG Cp
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4kgm6
ard
-1(2%"0"
4kgm6
ard
-1%202
put 4kgm6
eDard
-1!2%
-1.0%"1
-1"1%30
-30%"31
4kgm6
4kgm6
put 4kgm6
eDard
-1!2%
-1.0%"1
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-1"1%30
-30%"31
4kgm6ard
-1("%0"
4kgm6
ard
-1%202
4kgm6
4kgm6