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2015 GEDUNG PASCA SARJANA FKIK UGM
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Gedung Pasca Sarjana Fkik

Dec 16, 2015

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GEDUNG PASCA SARJANA FKIK UGM

2015GEDUNG PASCA SARJANA FKIKUGM1.DESKRIPSI GEDUNGFungsi gedung :Gedung KampusKelas Situs:Tanah Lunak (SE) dan Tanah Sedang (SD)Jenis Konstruksi:Baja ProfilPGA (g):0.361Ss:0.686S1:0.300Lokasi: Jakarta

2. Seismic design parametersa.Menentukan fa dan fvFa Diambil Dengan Interpolasi Linier Nilai Ss Dari Tabel 4 SNI 2012Fv Diambil Dengan Interpolasi Linier Nilai S1 Dari Tabel 5 SNI 2012

Kelas SitusFaFvSD1.25121.8SE1.3282.8b. Menghitung Sms,sm1,sds,sd1,t0 Dan TsKategori situs SDSms=Fa x Ss=0.858323Sm1=Fv x S1= 0,54Sds=2/3 Sms= 0.572215Sd1= 2/3 Sm1= 0.36T0= 0.2 x Sd1/Sds= 0.125829Ts= Sd1/Sds= 0.629134Kategori situs SESms=Fa x Ss=0.911008Sm1=Fv x S1= 0,84Sds=2/3 Sms= 0.607339Sd1= 2/3 Sm1= 0.56T0= 0.2 x Sd1/Sds= 0.184411Ts= Sd1/Sds=0.922056c. Data respon spektrumKategori situs SE

TSa00,2429350,10,4062020,1844110,6073390,9220560,6073391,0220560,5479151,1220560,4990841,2220560,4582441,3220560,4235831,4220560,3937961,5220560,3679231,6220560,3452411,7220560,3251931,8220560,3073451,9220560,2913552,0220560,2769462,1220560,2638952,2220560,2520192,3220560,2411662,4220560,231209Kategori situs SDTSa00,2288860,10,3156650,1258270,5722150,6291340,5722150,7291340,4937370,8291340,4341880,9291340,3874581,0291340,3498091,1291340,3188291,2291340,2928891,3291340,2708531,4291340,2519011,5291340,2354271,6291340,2209761,7291340,2081971,8291340,1968141,9291340,1866122,0291340,1774162,1291340,169083d. Respon spektrum bersumber dari puskim.p.go.id

3. Menentukan kategori design seismicKategori Resiko:IV (Gedung Sekolah dan Fasilitas Pendidikan)Faktor Keutamaan Gempa:1.5

3. Menentukan kategori design seismicKategori Design Seismic:DSistem Penahan Gaya :Sistem rangka baja dengan bracing konsentris khususDiperoleh nilai R = 6 , o =2 dan Cd =5

c. Menghitung beban strukturBeban dihitung menggunakan peraturan pembebanan Sesuai PPURG 1989LantaiDL LL dinding kacaplatkg/mkg/m2kg/m2sb0372,012501184,3985372,012502140,8134372,012503140,8134372,012504140,8134372,012505140,8134372,012506140,8134372,012507140,8134372,012508140,8134372,01250d. Section propertiesMaterial Properties :Fy= 400 MpaFu= 550 MpaFc= 25 Mpae. Kombinasi pembebananD+L1,4 D1,2 D + 1,6L+ 0,5(Lr atau R)1,3217818 DL + 1,3(Rsx + 0,3 Rsy) + LL1,3217818 DL + 1,3(Rsx - 0,3 Rsy) + LL1,3217818 DL + 1,3(-Rsx + 0,3 Rsy) + LL1,3217818 DL + 1,3(-Rsx - 0,3 Rsy) + LL1,3217818 DL + 1,3(0,3Rsx + Rsy) + LL1,3217818 DL + 1,3(0,3Rsx - Rsy) + LL1,3217818 DL + 1,3(-0,3Rsx + Rsy) + LL

1,3217818 DL + 1,3(-0,3Rsx - Rsy) + LL0,7782182 DL + 1,3(Rsx + 0,3 Rsy) + 1,6H0,7782182 DL + 1,3(Rsx - 0,3 Rsy) + 1,6H0,7782182 DL + 1,3(-Rsx + 0,3 Rsy) + 1,6H0,7782182 DL + 1,3(-Rsx - 0,3 Rsy) + 1,6H0,7782182 DL + 1,3(0,3Rsx + Rsy) + 1,6H0,7782182 DL + 1,3(0,3Rsx - Rsy) + 1,6H0,7782182 DL + 1,3(-0,3Rsx + Rsy) + 1,6H0,7782182 DL + 1,3(-0,3Rsx - Rsy) + 1,6Hf. INPUT pada sap 2000

INPUT RESPON SPEKTRUM

INPUT STATIK EKIVALEN PADA LOAD PATTERN

INPUT LOAD CASE

LOAD COMBINATION

INPUT MASS SOURCE

G. OUTPUT HASIL PEMODELAN PADA SAP 2000Hasil partisipasi massa >90%

HASIL BASE SHEAR REACTION RESPON SPEKTRUM DAN STATIK EKIVALEN

Hasil RSx dan Rsy telah memenuhi 80% dari statik ekivalenVx = 4812,807 > 80% x 6016,39Vy = 803,006 > 80% x 1003,771Hasil Perhitungan Static Ekivalen menggunakan Excel