pembebanan tinggi 10x10

7/26/2019 PEMBEBANAN TINGGI 10x10

1/51

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


/0.00 M

+%.

0M

%&.

/*M


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Pag" &+


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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E9 EARTH:UAKE

igure 2 : +eismi Ione Map of $ndonesia


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Pag" &(


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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( 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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46/51

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

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