Calculation Sheet of ESP Inlet

8/10/2019 Calculation Sheet of ESP Inlet

1/32

PT. PLN (Persero)

CALCULATION SHEET FOR PT. WIJAYA KARYA (Persero) Tbk

Document No.SUB-STRUCTURE OF ESP

INLET

Rev.

10NE36-CAL-50-053Page Number

1 of 32

CLIENT : PT. PERUSAHAAN LISTRIK NEGARA (PERSERO)

CONTRACTOR : PT. WIJAYA KARYA (Persero), Tbk.

PROJECT NAME : PLTU KETAPANG ! "# MW

JO$ NUM$ER : "#NE%&'CAL' #'# %

LOCATION : Ke *+* -, Pro / 0e o1 Wes K*2/3* * , I 4o es/*

2 27 st Augst 2014 Re-issued BRT DM HI

1 13 st Augst 2014 Re-issued BRT DM HI

0 17 st July 2014 Issued for appro al BRT DM HI

RE5 6ATE 6ESCRIPTION PREP76 CHK76 APP76

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6A8TAR ISI

DA"TAR I#I 2

1$ %M%M 4

1$1 Rua&g 'i&g(up 4

1$2 Ba)asa 4

1$3 #atua& %(ur 4

2$ *+RAT%RA, DA, #TA,DAR A %A, 4

2$1 *eratura& da& #ta&dar A.ua& 4

2$2 *eratura& da& #ta&dar I&ter&asio&al 4

3$ '/ A#I TA*A

3$1 o&disi +(sisti&g

3$2 o&disi Desai&

4$ M%T% DA, + %ATA, IJI, MAT+RIA' 7

4$1 #tru(tur Beto&7

4$2 #tru(tur Ba a Tula&ga& 7

$ /,#+* D+#AI, #TR% T%R

$1 %5u5

$2 De&a) da& +le asi #tru(tur Ba6a) ESP Inlet

$3 *e5odela& #tru(tur

$4 Metode A&alisis 10

$ Apli(asi *e5odela& #tru(tur 10

$ B+BA, +RJA DA, /MBI,A#I #TR% T%R 11

$1 Berat #e&diri 11

$2 Be8a& Mati Ta58a)a& 9#D': 11

$3 Be8a& Hidup 12

$4 Be8a& ;e5pa 13

$ o58i&asi Be8a& 13

7$ A,A'I#I# #TR% T%R 14

7$1 A&alisis e(uata& #tru(tur 147$1$1 #tru(tur *edestal 14

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7$1$2 #tru(tur Tie8ea5 1

7$1$3 #tru(tur *oer 1

7$2 *e5eri(saa& *o&dasi da& Batas 'aya& #tru(tur 1

7$2$1 *e5eri(saa& e8utu)a& *o&dasi 1

'a5pira& A Daya Du(u&g *o&dasi A(sial da& 'ateral 20

'a5pira& B olo5 *edestal 21

'a5pira& #tru(tur Tie8ea5 2

'a5pira& D *er)itu&ga& apasitas *oer 27

'a5pira& + Ta8el Rea(si *erleta(a& 2

'a5pira& " Me.)a&i.al Dra6i&g 31

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dari i&sta&si ter(ait:$ *eratura& da& a.ua& sta&dar ya&g di5a(sud(a& adala) se8agai

8eri(ut?

9a: A5eri.a& ,atio&al #ta&dards I&stitute 9A,#I:98: Buildi&g ode9.: A5eri.a& I&stitute of #teel o&stru.tio& 9AI# :$

#33 Specification for Structural Steel Buildings - Allowable Stress Designand commentary $

#303 Code of Standard Practice for Steel Buildings and Bridges $

#32 Allowable Stress Design Specifications for Structural joints using AST A!"# or A$%& Bolts $

M01 anual of Steel Construction Allowable Stress Design $9d: A5eri.a& >eldi&g #o.iety 9A>#:

D1$1 'Structural (elding Code'Steel

D1$3 'Structural (elding Code'S)eet Steel 9e: A5eri.a& >eldi&g #o.iety 9A>#:9f: #tru(tur 8a a lai&&ya

A#TM A !A M Standard Specifications for Steel Carbon *&+,# mma imum percent. /ot-0olled S)eet and Strip1 Commercial 2uality $ A5eri.a& #o.iety for Testi&g a&d Materials 9A#TM:$

A#TM A3 !A3 M Standard Specification for Structural Steel $

A#TM A 2 Specification for Structural Steel $

A#TM A 3 Standard Specification for Pipe1 Steel Blac3 and /ot-Dipped1 4inc Coated1 (elded and Seamless $

A#TM A27 Standard Specification for Stainless and /eat 0esisting Steel Bars and S)apes $

A#TM A 00 Standard Specification for Cold-forced (elded and SeamlessCarbon Steel Structural Tubing in 0ounds and S)apes $

A#TM A Standard Specification for Coatings of 4inc ec)anically Deposited on Iron and Steel $

A#TM A307 Standard Specification for Carbon Steel Bolts and Studs $

A#TM A1 3!Al 3 Specification for 4inc Coating */ot-Dip. on Iron and Steel /ardware $

A#TM A1 2 Standard Specification for Steel (ire1 Plain1 for Concrete 0einforcement $

A#TM A1 Standard Specification for (elded Steel (ire 5abric1 Plain1 for Concrete 0einforcement $

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A#TM A 1 !A 1 Standard Specification Deformed and Plain Billet-Steel Bars for Concrete 0einforcement $

A#TM A-70 - 0 Specification for 0einforcing Steel Bars in Concrete $9g: A5eri.a& #o.iety of i il +&gi&eers 9A# +:?

A# + 7- < inimum Design 6oads for Buildings and 7t)er Structures

%. LOKASI TAPAK

%." Ko 4/s/ Eks/s / -

*$ Lok*s/ Peker;**

'o(asi pe(er aa& i&i terleta( pada Desa #u(ara a< e.a5ata& Delata *a6a&."." S r9k 9r Pe4es *2

A&alisis stru(tur pedestal diperi(sa dala5 8atas padua& gaya-gaya-dala5

a(sial da& le&tur serta diperi(sa dala5 8atas geser *edestal$ *e5eri(saa&

perpadua& gaya-gaya dala5 a(sial da& 5o5e& dila(u(a& de&ga&

5ela(u(a& pe5eri(saa& pada diagra5 i&tera(si di5a&a diagra5 terse8ut

5erupa(a& 8atas ta)a&a& pedestal$

#tru(tur pedestal digu&a(a& di5e&si 30=30$ olo5 terse8ut 5e&ggu&a(a&

tula&ga& 4D1 da& Tula&ga& geser digu&a(a& tula&ga& 5i&i5u5 -1 0$

*e5eri(saa& uga dila(u(a& de&ga& 8a&tua& * A olu5& u&tu( 5e58uat

diagra5 i&tera(si (olo5$ #eluru) pasa&ga& gaya-gaya-dala5 (olo5 8erada

pada 8agia& dala5 diagra5 i&tera(si< li)at 'a5pira& B$

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>.". S r9k 9r T/ebe*3

*er5odela) Tie8ea5 5e5perole) Mu G 21 (,$5 da& u G 70.".% S r9k 9r Poer

A&alisis stru(tur *oer diperi(sa dala5 8atas gaya-dala5 le&tur da& geser$Te8al pelat ya&g digu&a(a& adala) 00 .5$ Ji(a 5eli)at dari te8al pelat da&

di5e&si pelat< pera&a& gaya geser le8i) .e&deru&g ter adi geser po&sC gaya

geser seara) ya&g ter adi pada poer de&ga& di5e&si 8esar i&i relatif (e.il

daripada ta)a&a& geser poer< ole) (are&a&ya gaya geser seara) dapat

dia8ai(a&$

*er)itu&ga& gaya-dala5 pelat 8erupa 5o5e& disa5pai(a& pada ;a58ar

8eri(ut$ Masi&g-5asi&g pelat 5e5ili(i gaya dala5 5o5e& u&tu( (eduaara)< didapat(a& 5o5e& 5a(si5u5 se8esar Mu 9*/-1: G 20


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Diagra5 5o5e& pe58e8a&a& 5a(si5u5 9 /MB/: */-01

Diagra5 5o5e& pe58e8a&a& 5a(si5u5 9 /MB/: */-02

Digu&a(a& pe&ula&ga& 5i&i5u5 yaitu tula&ga& ra&g(ap D1 -1 0 u&tu(

(edua ara) pelat< *er)itu&ga& 5o5e& se.ara le&g(ap disa i(a& pada

'a5pira& + da& dapat disari(a& seperti 8eri(ut$

Mu G 20


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Diagra5 geser pe58e8a&a& 5a(si5u5 9 /MB/: */-01

Diagra5 geser pe58e8a&a& 5a(si5u5 9 /MB/: */-02

;aya geser 5a(si5u5 didapat(a& dari gaya a(sial pada (olo5 ya&g

diti& au$ Didapat(a& gaya geser 5a(si5u5 pada 5asi&g-5asi&g pelat

adala) se8esar u 9*/-01: G 4 2< 4 (, da& u 9*/-02: G 47


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>. Pe3er/ks** Po 4*s/ 4* $* *s L*?* S r9k 9r

>. ." Pe3er/ks** Keb9 9 * Po 4*s/

Dili)at dari daera) tapa(< digu&a(a& data 8or terde(at yaitu BH 0 $ Tia&g

ya&g digu&a(a& 5e&ggu&a(a& tia&g spu& pile pe&sil /D 300 55 de&ga&

(edala5a& 245 9Tia&g 8erada pada (edala5a& 21 5eter dari per5u(aa&

ta&a) asli< (are&a terdapat ti58u&a& se8esar 35: da& daya du(u&g po&dasi

se8esar 23


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*er)itu&ga& u5la) (e8utu)a& po&dasi dila(u(a& de&ga& 5e58a&di&g(a&

gaya rea(si ya&g ter adi de&ga& daya du(u&g po&dasi 8ai( AEial 5aupu&

lateral$

*/-1 AEial G 232


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L*3+/r* A 6*?* 69k9 - Po 4*s/ Aks/*2 4* L* er*2

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L*3+/r* $ Ko2o3 Pe4es *2

Pe4es *2 " (@")

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Pe4es *2 (@ )

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L*3+/r* C S r9k 9r T/ebe*3

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L*3+/r* 6 Per / 9 -* K*+*s/ *s Poer

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L*3+/r* E T*be2 Re*ks/ Per2e *k*

*e&o5ora& rea(si perleta(a& */-01

Rea(si perleta(a& #tru(tur */-01

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*e&o5ora& rea(si perleta(a& */-02

Rea(si perleta(a& #tru(tur */-02

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L*3+/r* 8 Me0 * /0*2 6r*=/ -

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Calculation Sheet of ESP Inlet

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