Precast Slab Design

8/13/2019 Precast Slab Design

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1 t SI A e T tt I It e r ntl nrnKAWASAN BISINIS PERMATA SENAYAN BLOK F17 - F18, jl Tentara Pelajar, Patal Senayan, Jakarta 12210PHONE : 57904999 (Hunting), FAX :57904888, e-mail : [email protected] L L O W CORE SL B S T R E N G T H C L C U L T I O N

SPAHCSSC - V02Programed by Bintang Nugraha

PROJECT NAME : BICPROJECT ID : BICENGINEER : Bintang N

HCS TYPE : Sf 150-9DATE: 2/13/2014TIME : 2:45:18 PM

S T R U C T U R E LO D C SE TYPE

M @v

MEMBERNO POINT CASE 1 CASE 2

V.DL M.DL V.DL M.DL(m) (kN) (kNm) kN) (kNm)

1 0.000 7.781 0.000 5.119 0.0002 0.100 7.513 0.765 4.943 0.5033 0.725 5.836 4.936 3.839 3.2474 1.450 3.890 8.462 2.560 5.5675 2.175 1.945 10.577. 1.280 6.9596 2.900 0.000 11.282 0.000 7.4237 3.625 -1.945 10.577 -1.280 6.9598 4.350 -3.890 8.462 -2.560 5.5679 5.075 -5.836 4.936 -3.839 3.24710 5.700 -7.513 0.765 -4.943 0.50311 5.800 -7.781 0.000 -5.119 0.000

SPA/HCSSCV02/BINTANG NUGRAHA/2P l1

FORCES

SPAN:q.HCS:

q.add DL:q LL:

DATA5.8 m

228 kg/m2150 kg/m2750 kg/m2

******* SUMMARY ******'UNITS :N/mm2

SPAN:{Case 1) q HCS :

(Case 2) q.add DL :(Case 3) q LL :

5800 mm2.6831 N/mm1.7652 N/mm8.8260 N/mm

ULTIMATE U)FACTOR:DL: 1.20LL: 1.60

VA(kN)

Case 1: 7.781Case 2: 5.119Case 3: 25.595

VB(kN)

7.7815.11925.595

CASE3 ULTIMATEV.LL M.LL v MUkN) (kNm) (kN) (kNm)

25.595 0.000 56.433 0.00024.713 2.515 54.487 5.54619.197 16.237 42.324 35.79912.798 27.835 28.216 61.3706.399 34.794 14.108 76.7130.000 37.113 0.000 81.827

-6.399 34.794 -14.108 76.713-12.798 27.835 -28.216 61.370-19.197 16.237 -42.324 35.799-24.713 2.515 -54.487 5.546-25.595 0.000 -56.433 0.000


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pf. S 1 4 I ll RT 0 I t R atln nKAWASAN BISINIS PERMATA SENAYAN BLOK F17-F18,jl Tentara Pelajar, Pata Senayan, Jakarta 12210PHONE : 57904999 (Hunting), FAX :57904888, ~ i l : [email protected]

llLLIW CHE SL B STBEHTI HL YllS ST TIC CILClllTIHICSUSC VflBASED ON SNI - Tl5 - 1991 - 03 & ACI 318 - 1995PROGRAMED BY BINTANG NUGRAHA S, I rPROJECT NAME : BIC

PROJECT II:> : BICFILE NAME : BIC

HCS lYPE : 150-9/1407+005:>AT : 2113/2014

ENGINEER : Bintang NMATERIAL PROPERTIES

HOLLOW CORE SLAB CONCRETE TOPPING PRESTRESSING WIREULTIMATE NUMBER OF PC WIREO bk fc' Ee fci Eci O bk fe Ee STRENGTH 7 05 Aps

ka/em2 MPa MPa MPa MPa ka/em2 MPa MPa MPa mm mm mm2450 36.628 30598 20.145 22692 250 20.349 22806 1655 14 0 539

'155L_e3 1 1::5 . 125 125 12s 1 12s 125 ~ - - 12s 1 s ~

r l - - f - - - ~ - - + - - - l - - - 1 - - - ~ - - 1 ---f---i--h-.ii . i ' . I Ii ::00I 'ol 0 'g

12 5

BASIC SECT IO N PROPERTIESA I yb yt Sb St q*.DL de e dp bw SPAN

rnm2 rnrn4 mm rnm mrn3 mm3 N/m2 mm mrn mm mm mm)115800 2.910E+08 75 75 3880000 3880000 0.00242 25 48 125 440 580

CO MPO SIT E SECT IO N PROPERTIES C A L C U L A T I O NCONCRETE TOPPING COMPOSITE SECTION PROPERTIES

t t n b.eff A y I q*.DL CL A I e-eomp dp-compmm mm mrn2 rnrn rnm4 N/m2 rnm mm 2 mm4 mm mm

50 0.7454 894 44721 175 9.32E+06 0.00118 102.9 160521 6.23E+08 77.9 17ELASTIC DESIGN TllNSFEI ill sunsI {Mo ytop}/I {Msw ybot}/I

~ i : = ~ ~ : l t _ ~ _I P/A {Mo ybot}/I {Msw ybot}/I

TRANSFER STRESSES CHECKPo Po/ A Mo T.P Md-T.P. M.P. Md-M.P.

Mo f top f - bott Md f top f bo t t Md f top bottN MPa Nmm MPa MPa Nmm MPa MPa MPa MPa MPa

592973 -5.121 2.82E+07 7.259 -7.259 2.77E+06 -0.714 0.714 1.22E+07 -3.150 3.150NE T CONCRETE STRESS - TRANSFER STRESS CHECK

TRANSFER P O I N T Mii:> SPAN P O I N TT.P ALLOWABLE STRESS CHECK M.P ALLOWABLE STRESS CHECK

f top bott f-eomp f - tens f top f - bott f top bott f-comp f - tens f top f bottMPa MPa MPa MPa MPa MPa MPa MPa

1.424 -11.665 -11.966 2.222 OK OK -1.011 -9.230 -11.966 1.111 OK OK


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pt. S 1 A I B 6 T tt I It 6 I NI RrnKAWASAN BISINIS PERMATA SENAYAN BLOK F17 - F18, jl Tentara Pelajar, Patal Senayan, Jakarta 12210PHONE : 57904999 (Hunting), FAX :57904888, e-mail : spanbeton@cent rin.net.id

HLLIW CHE SUI STIUCTR IHL YSIS STITIC CIUULITIHIUUSC 112BASED ON SNI - T15 - 1991 - 03 & AC 318 - 1995PROGRAMED BY BINTANG NUGRAHA S, I r

PROJECT NAME : BICPROJECT ID : BICFILE NAME : BIC

HCS TYPE : 150-9/1407+005DATE : 2/13/2014

ENGINEER : Bintang NPllUTREU L UU ULULITIH

ELAST IC SHO RT ENING CONCRETE CREEP SHRINKAGE S-RELAX LOP LOPPi Mg f.cir ES Msd f.cds CR V S SH REN Nmm MPa MPa Nmm MPa MPa inch MPa MPa MPa %

624182 1.22E+07 7.212 63.561 1.96E+07 3.207 52.356 . 1.689 51.585 99.225 266.727 23.02

I ftop-topp~ 'j Ml x ytop}II {MDL x ytop}II. l ~ ~ ~ {MLL x h-cl)}/IL 9:: : : _ - ;:::_ ~ ~ = - : : _ - _ _ _ : _ : : _ : : : _ : : _ = ~ ~ :: - ---- - -- ~, ____ - I PI {Ml x ybot}/I {MDL x ybot}II {MLLx cl}IISERVICE LOAD STRESSES

MOMENT MOMENT (P .. e) . y / I MOMENT SUSTAINED MOMENT SERVICE STRESSSUSTAINED SERVICE (Aps 'fse) PI f top bott f top bott f top f - bott f-top-topp CHECK

Nmm Nmm N MPa MPa MPa MPa MPa MPa MPa MPa f -top-top1.8E+07 4.5E+07 480474 -4.149 5.882 -5.882 -4.681 4.681 -3.370 7.354 -5.176 OK

NE T CONCRETE STRESS - SERVICES LOAD STRESSESS U S T A I N E D LOAD CASE SERVICED LOAD CASE

f - top f - bott ALLOWABLE STRESS CHECK f top bott ALLOWABLE STRESS CHECKf -comp f - tens f top f - bott comp f -tens f top bot

MPa MPa MPa MPa MPa MPa MPa MPa-2.948 -5.351 -16.318 3.715 OK OK -6.318 2.003 -21.757 3.715 OK OK

U TIMI T IESICIHEXIBAL STIENGTI I SIH

FLEXURAL STRENGTH DESIGNFLEXURAL STRENGTH CALCULAT IO N MINIMUM REINF

YP f31 PP fps rop 0.36 f31 CHECK a Mn Mn MerMPa mm Nmm Nmm Nmm

0.2800 0.8500 0.0026 1591.799 0.1115 0.3060 OK 41.3 l.32E+08 1.06E+08 8.35E+07FLEXURAL S TRE NG TH CHECK

Mu Mn RATIO CHECKNmm Nmm8.18E+01 l.06E+02 1.29 OK


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pf. S 1 A I II E T tt I t E . . atbnaraKAWASAN BISINIS PERMATA SENAYAN BLOK F17 - F18, jl Tentara Pelajar, Pata Senayan, Jakarta 12210PHONE : 57904999 (Hunting), FAX :57904888, a.mail : [email protected]

HLUW CHE SL B STIENCTI HL YSIS ST TIC ll lllTIHICSUSC Vl2PROJECT NAME : BIC

PROJECT ID : BICFILE NAME : BIC

O fpc(m) MPa

1 0.100 0.8422 0.725 1.9643 1.450 1.9644 2.175 1.9645 2.900 1.9646 3.625 1.9647 4.350 1.9648 5.075 1.9649 5.700 0.842

O

123456789

INITI L CAM BER IAps*fpu Po il

N N mm891688 592973 2

cpVcwkN

119.436138.881138.881138.881138.881138.881138.881138.881119.436

x(mm)1007251450217529003625435050755700

BASED ON SNI - T15 - 99 - 03 & AC 3 8 - 1995PROGRAMED BY BINTANG NUGRAHA S, I r

ULTIM TE DESIHHEH STREHTB IESIHHORIZONTAL SHEAR CHECK

lj Vnh Vu SECTIONN N CHECK

89250 54487 OKALLOWABLE S H E A R CALCULAT ION

Vd Vi fpe MdkN kN MPa kNm

12.455 42.031 4.299 1.2689.675 32.649 10.031 8.1836.450 21.766 10.031 14.0293.225 10.883 10.031 17.5360.000 0.000 10.031 18.705-3.225 -10.883 10.031 17.536-6.450 -21.766 10.031 14.029-9.675 -32.649 10.031 8.183-12.455 -42.031 4.299 1.268

SHEAR CHECK1 ) 2 ) SHEAR

Vu cj>Vcw lj Vci CHECKkN kN kN ( 1)

54.487 119.436 145.628 OK42.324 138.881 85.138 OK28.216 138.881 58.251 OK14.108 138.881 58.251 OK0.000 138.881 58.251 OK

-14.108 138.881 58.251 OK-28.216 138.881 58.251 OK-42.324 138.881 85.138 OK-54.487 119.436 145.628 OK

UMBEi a DEFLECTION ll lllTllN

fdMPa

0.2801.8083.1003.8754.1333.8753.1001.8080.280

SHEARCHECK2 )

OKOKOKOKOKOKOKOKOK

LONG TERM CAMBER I DEFLECTIONINITIAL ERECTION FINAL DL FINAL-DL LL

il il ll il il ilmm mm mm mm mm mm

2 2 25 -7 -5 -7

HCS TYPE : 150-9/1407+005DATE : 2/13/2014

ENGINEER : Bintang N

Mer M.max ipVciKNm Nmm kN

42.666 4.278 341.19568.125 27.616 85.13860.302 47.342 43.10755.609 59.177 27.56454.044 63.122 17.47555.609 59.177 27.56460.302 47.342 43.10768.125 27.616 85.13842.666 4.278 341.195

V DEF CHECKFINAL ALLOW

il il CHECKmm mm7 -16 OK

I

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Precast Slab Design