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DAFTAR GAMBAR Gambar 2.1 Tegangan pada Beton Prategang.........................6 Gambar 2.2 Contoh Tendon dengan Eksentrisitas..................8 Gambar 2.3 Tegangan yang Bekerja pada Beton Prategang....8 Gambar 2.4 Sistem Prategang dengan Baja dan Beton Mutu Tinggi................................................................10 Gambar 2.5 Beban Merata yang Bekerja pada Tendon.........11 Gambar 2.6 Jenis-jenis baja yang dipakai untuk beton prategang..................................
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  DAFTAR GAMBAR  Gambar 2.1Tegangan pada Beton Prategang.........................6Gambar 2.2Contoh Tendon dengan Eksentrisitas..................8Gambar 2.3Tegangan yang Bekerja pada Beton Prategang....8Gambar 2.4istem Prategang dengan Baja dan Beton ! t Tinggi................................................................1#Gambar 2.$Beban !erata yang Bekerja pada Tendon.........11Gambar 2.6%enis&jenis baja yang dipakai nt k beton  prategang...........................................................12Gambar 2.'trand ' ka(at..................................................13Gambar 2.8Proses Pre&Tensioned Prestressed Con)rete......14Gambar 2.*Proses Post&Tensioned Prestressed Con)rete.....1$Gambar 2.1#Pe+at pra)etak ber+ bang...................................18Gambar 2.11Pe+at Pra)etak Tanpa , bang............................1*Gambar 2.12Pe+at pra)etak d b+e tees dan sing+e tees...........1*Gambar 2.13 Posisi titik angkat pe+at -4 b ah titik angkat....2#Gambar 2.14 Posisi titik angkat pe+at -8 b ah titik angkat....21Gambar 2.1$Parameter respon spe)tra+ per)epatan gempa terpetakan -a nt k perioda pendek #.2 detik -s-b nt k perioda 1 detik -1...........................26Gambar 3.1/iagram a+ir peran)angan modi0ikasi ..............32Gambar 3.2 /enah Pemba+okan !odi0ikasi.........................32Gambar 3.3 Potongan !odi0ikasi.........................................33Gambar 3.4 d t P sat Tendon ..........................................4*Gambar 3.$/aerah ,imit abe+ ..........................................$6 1$  Gambar 4.1/enah Permode+an Ged ng...............................61Gambar 4.2Potongan Permode+an Ged ng .........................62Gambar 4.3/enah pemba+okan ...........................................64Gambar 4.4Tipe p+at  3## )m  3## )m dan Tipe B 18# )m  3## )m ..............................................................Gambar 4.$Potongan Pe+at .....................................................Gambar 4.6Posisi titik angkat pe+at -4 b ah titik angkat........Gambar 4.' /iagram gaya geser horionta+ penampang komposit...............................................................Gambar 4.8%arak T +angan ngkat !en r t B k -  PCI  Design Handbook, Precast and Prestress Concrete, Fourth Edition, 1992   ......................Gambar 4.*Peren)anaan Tangga .............................................Gambar 4.1# ketsa beban pada tangga.....................................Gambar 4.115ree Body /iagram gaya&gaya pada tangga..........Gambar 4.12Bidang ,intang -/ pada tangga...........................Gambar 4.13 Bidang orma+ - pada tangga...........................Gambar 4.14 Bidang !omen -! pada tangga..........................Gambar 4.1$/enah ,i0t ............................................................Gambar 4.16 Permode+an str kt r pada P2### .....................Gambar 4.1'Peta nt k menent kan (a)  perioda pendek #.2 detik -s (b)  perioda 1 detik - 1 .........................Gambar 4.18Gra0ik 7espon pektr m /esain ..........................Gambar 4.1*Penampang Ba+ok Pratekan...................................Gambar 4.2#/iagram Tegangan aat Trans0er -Tengah Bentang................................................................ 16  Gambar 4.21 /iagram Tegangan aat Trans0er -T mp an........Gambar 4.22 /iagram Tegangan aat Beban id p Bekerja -T mp an............................................................Gambar 4.23/iagram Tegangan aat Beban hid p bekerja -T mp an ...........................................................Gambar 4.24/iagram Tegangan ete+ah ehi+angan ebenarnya -Tengah Bentang ............................ Gambar 4.2$/iagram Tegangan ete+ah ehi+anga ebenarnya-T mp an ........................................................ Gambar 4.26/iagram Tegangan aat Beban id p !aksim mdan Gempa & -T mp an .................................... Gambar 4.2'/iagram Tegangan aat Beban id p !aksim mdan Gempa 9 -T mp an...................................... 1'
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