0032 50 S CA 002 A4 E Attach 2 Box Valve

8/20/2019 0032 50 S CA 002 A4 E Attach 2 Box Valve

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#REF!

DAFTAR ISI

Hal.1 UMUM …………………………………………………………………………………………………………… 11.1 Tujuan …………………………………………………………………………………………………………… 11.2 Peraturan dan Standar ……………………………………………………………………………………… 11.3 Dokumen Referensi …………………………………………………………………………………………… 1

2 BASS D!SA" ………………………………………………………………………………………………… 12.1 Material ………………………………………………………………………………………………………… 12.2 Pem#e#anan…………………………………………………………………………………………… 1

3 DA$A DU%U"& '" TA"AH ………………………………………………………………………………… 1

( P!RHTU"&A" P)"DAS…………………………………………………………………………………… 1(.1 Data Mesin……………………………………………………………………………………………………… 2(.2 &eometri Pondasi…. ………………………………………………………………………………………… 3(.3 Analisa &a*a dan Momen……………………………………………………………………………………… 3(.( Analisa Sta#ilitas…………………………………………………………………………………………….. ((.+ Pem#esian Pondasi…………………………………………………………………………………….. (

+ A"A,SA STAB,TAS S%D ……………………………………………………………………………… (+.1 Data skid………………………………………………………………………………………………………… (+.2 Analisa Sta#ilitas………………………………………………………………………………………… +

,AMPRA" -1 Data ,oad Summar* /lare Sta0k2 Data Soil Test &unun Mean3 Plot Plan &unun Mean


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Doc. No. Contract No.

SOUTH SUMATRA – WEST JAVA GAS PIPEINE PROJEC

Data

a. Sect" Dra$n%

Desin Parameter and Assumtion,ent netto , 4 (566 mm

#rutto ,7 4 +666 mm

8idt netto B 4 2966 mm

#rutto B7 4 3266 mm

Heit netto H 4 3(66 mm:o;er ti0kness 4 196 mmBruto H7 4 3996 mm

8all Ti0kness t7 4 266 mm

/loor sla# ti0kness ts 4 366 mm

:o;er sla# ti0kness tr 4 196 mmTe lon 7all ,7 4 +666 mmTe sort 7all B7 4 3266 mm

Reinfor0ed Bar $ield Stress of #ar< f* 4 (


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IN ASSOCIATION WITH

PT. PERUSAHAAN GAS NEGARA(Persero) Tbk.

@ P$/$n% oa( A00ordin from te ie stress anal*sis EDo0 "o.6632@+6@,@:A@66(@A( FTe ;alue taken from te summar* of te ie stress anal*sis result nodes-"ode 35+ Se0tional al;e at %P +5C3+6 Se0.al;e 2("ode ?616 Se0tional al;e at %P (?C966 Se0. al;e 2( "ode +(6 Se0tional al;e at %P 3C2(6 Se0. al;e 2( /rom te Do0ument "o.- 6632@+6@,@:A@66(@A( ere are te maG load for /G< /* and /)eratin 0ondition are follo7-

"ode/G /* / MG M*k" k" k" k"m k"m

35+ 6 @++.2?5 6 6 6?616 6 @+1.+19 6 6 6+(6 6 @+1.695 6 6 6

MaG load @++.2?5

MaG /* 4 ++.2?5 k" 4 +535.+9 k

@ Se$01$c oa(

Refer to S" 1?25@2662< te stati0 seismi0 load are as follo7-

8ere- 4 #asi0 sear nominal stati0 load: 4 seismi0 resonse fa0tor 4 imortan0e fa0tor R 4 seismi0 redu0tion fa0tor 8t 4 total 7eit

!artIuake one 4 Jone (

/rom &am#ar 2 of S" 1?25@2662< !artIuake one (-MaG seismi0 resonse fa0tor ESoft soilF< : 4

/rom Ta#le 1 of S" 1?25@2662< 4mortan0e fa0tor<

/rom Ta#le 3 of S" 1?25@2662< R 4Seismi0 redu0tion fa0tor<

8t 4 4

Stati0 seismi0 load for ea0 0ondition as follo7-

,oad :ondition EkFTestin 226(2.3

/or neGt 0al0ulation< seismi0 loadin is taken te maGimum ;alue<

Seismi0 load< S 4 226(2.3 k

@ Eart" Pre002re

,,s 4 (66 k=m>H 4 3.( m2 4 2. m1 4 6.+ m Eal*in te lo7est &8, from &,F

4 1?9+.66

4 192+.2?%a 4 6.+59

γ t k=m3

γ sat k=m3

H

B

P1

P2

P3

P(C

1

2

*1

*2 *3 *(

Pd1 Pd2 Pd3ts

P+


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IN ASSOCIATION WITH


8ere<D 4 Dead load, 4 ,i;e loadP 4 Piin load

SP 4 ,ateral soil 7it=7itout round 7ater ressure 4 !artIuake load

,oad :om#ination for te desin of soil #earin ressure/a Eert.FEkF Ha EHor.FEkF Ma EM

:om# 61 D C P +161?.?6 6.66 :om# 62 D C P C S C , 52+5.?6 9+((.2+ :om# 63 D C P C S C 6


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IN ASSOCIATION WITH



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IN ASSOCIATION WITH


Re9ar Re:2$re(;

Re@#ar to #e alied 4 15 mmd 4 t7 @ 0 @ Ereinf diaK6.+F 4 1+2 mm

# 4 1666 mm 4ɸ 6.9

4 13.(+ 4

6.616?

r min 4 1.(=f* 4 6.663+?r min 4 6


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IN ASSOCIATION WITH


/rom ta#le 1.5+< ta#le for te anal*sis of lates< sla#s< and diarams=, 4 1.2

MG maG 4 6.661KIuKBW2K53 4 6.661K26(.(K1+.65K53 4 +3?.(6 k.mM* maG 4 6.661KIuKBW2K+( 4 6.661K26(.(K1+.65K+( 4 +69.553 k.m

R61 4 1=2KIuKB 4 6.+K26(.(K3.2 4 1(?2?.63( kR61 4 1=2KIuKB 4 6.+K26(.(K3.2 4 1(?2?.63( k

Re9ar Re:2$re(;

Re@#ar to #e alied 4 15 mmd 4 t7 @ 0 @ Ereinf diaK6.+F 4 1+2 mm# 4 1666 mm

4ɸ 6.9

4 13.(+ 4

6.669+2

r min 4 1.(=f* 4 6.663+?r min 4 6


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IN ASSOCIATION WITH


Re@#ar sele0tionD 4 15 mm A# 4 2.665 0m2erti0al Re@#ar Efor sorter sanF S maG 4 3 G t7 4Horiontal Re@#ar Efor loner sanF S maG 4 + G t7 4

"o. of Re@#ar er meter< n 4 As o = A#n ;er 4 5.(n or 4 12.+

sa0in of Re@#ar< s 4 1666=En@1FsG 4 1+6 mm use D 15 1+6 mm 4s* 4 1+6 mm use D 15 1+6 mm 4

Sket0- 0 4 ?+ mm

inner side outer side

0 4 (6 mmDia. 15 1+6mmer and Hor

266C"ec 0"ear ca/ac$t? or t"e a@@

u 4 maG of R61VR62 4 '&8,8.* %:on0rete sear 0aa0it*< 0-

0 4 1=3 Xf0> #o.dɸ

4ɸ 6.5#o 4 1666 mmd 4 t7 @ d>d> 4 +6 mmd 4 1+6 mm

0 4ɸ 1+?56?.1 "0 4ɸ '68'.& %

0ɸ u OB!

&.6 FOOR DESIGN

3.26 m

+ m

, 4 +.6 m E,*FB 4 3.26 m m E,GF,=H 4 1.5 2.+ te 7all assumed as 2 7a*s sla#

Ti0kness< tr 4 366 mmMaterialf0> 4 3+6 k=0m2f* 4 (666 k=0m2:o;er< 0 4 ?+ mm

Stru0tural model-


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IN ASSOCIATION WITH


Re9ar Re:2$re(;

Re@#ar to #e alied 4 15 mmd 4 tr @ 0 @ Ereinf diaK6.+F 4 21? mm# 4 1666 mm

4ɸ 6.9

4 13.(+ 4

6.669(

r min 4 1.(=f* 4 6.663+?r min 4 6


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IN ASSOCIATION WITH


4 3+1.5?54 3+952.+2

φ1

3√ fc ' bo d


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IN ASSOCIATION WITH


:ontrol te minimum sear strent aainst ultimate aGial from Piin Pu

3+952.5 k 91?6.?? k OB ! S@a9 9a0e $0 0a-e or /2nc"$n%

&.+ STA4IIT3 CHECB

&.+.' 4EARING CAPACIT3

Te soil #earin stress anal*ed #* inorin te &8, tat 0aused ulift< in0reasin te soil #earin 0aa0it*MaG a 4 52+5.?6 kBase Area of ;al;e #oG< A 4 +K3.2 m2

4 15 m2

4 P=A 4 316.565( k=m24 6.311 k=0m2 all 4

ETa

. a@@ ...OB!! te allo7a#le #earin ressure is adeIuate

&.+., 4OU3ANC3

Te anti #ou*an0* 0e0k anal*ed 7it te 7orst &8, 0ondition Eat @6


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/ormula Terai E&eneral Sear /ailureF -Iult 4 1


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1?

,ent netto , 4 (.5+ m#rutto ,7 4 +


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0032 50 S CA 002 A4 E Attach 2 Box Valve

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