DAFTAR GAMBAR Gambar 1.1 Gambar 1.2 Gambar 2,1 Gambar 2.2 Gambar 2.3 Gambar 2.4 Gambar 2.5 Gambar 3.1 Gambar 4.1 Gambar 4.2 Gambar 4.3 Gambar 4.4 Gambar 4.5 Gambar 4.6 Gambar 4.7 Gambar 4.8 Gambar 4.9 Gambar 4.10 Gambar 4.11 Gambar 4.12 Gambar 4.13 Gambar 4.14 Gambar 4.15 Gambar 4.16 Gambar 4.17 Gambar 4.18 Gambar 4.19 Gambar 4.20 Gambar 4.21
Potongan melintang gedung ............................ Denah kolom lantai atap .................................. Macam-macam mekanisme keruntuhan pada Portal rangka gedung ....................................... Mekanisme keruntuhan ideal suatu struktur gedung ............................................................. Sistem rangka pemikul momen ....................... Sistem ganda .................................................... Skema kehilangan akibat kekangan kolom ...... Diagran alir metodologi perencanaan .............. Denah struktur gedung Favehotel Surabaya ..... Balok primer (BI-1) .......................................... Balok primer (BI-2) .......................................... Balok sekunder (BA-1) ..................................... Balok sekunder (BA-2) .................................... Tinjauan plat lantai tipe A ................................ Balok As D joint 2-2 ........................................ Balok As C joint 2-2 ........................................ Balok As 2 joint D-D ....................................... Balok As 2’ joint D-D ..................................... Daerah pembebanan kolom ............................. Denah plat lantai 3 s/d 12 ................................ Dimensi plat lantai tipe A ................................ Denah plat lantai atap ...................................... Dimensi plat lantai tipe B ................................ Penulangan plat lantai mezzanine s/d 12 ......... Penulangan plat lantai atap .............................. Denah lokasi balok sekunder BA-2 ................. Denah lokasi balok sekunder BA-1 ................. Momen pada balok anak ................................. Penampang balok sekunder BA-1 ....................
Gambar 4.22 Detail desain tangga lt dasar ............................ Gambar 4.23 Pembebanan struktur tangga ........................... Gambar 4.24 Gaya lintang pada tangga ................................. Gambar 4.25 Momen struktur tangga ..................................... Gambar 4.26 Balok bordes ..................................................... Gambar 4.27 Penampang lift .................................................. Gambar 4.28 Ilustrasi pembebanan balok lift ........................ Gambar 4.29 Momen balok lift kombinasi 1,4 D .................. Gambar 4.30 Geser balok lift kombinasi 1,4 D ..................... Gambar 4.31 Gaya geser pada balok daerah lapangan ........... Gambar 4.32 Penampang balok lift ........................................ Gambar 4.33 Pemodelan struktur gedung Favehotel ............ Gambar 4.34 Denah lantai mezzanin ..................................... Gambar 4.35 Denah lantai 2 .................................................. Gambar 4.36 Denah lantai 3 s/d 12 ....................................... Gambar 4.37 Denah lantai atap ............................................. Gambar 4.38 Denah lantai R. lift .......................................... Gambar 4.39 Grafik respons spectrum desain ....................... Gambar 4.40 Nilai Periode Struktur (T) dari program .......... Gambar 4.41 Kontrol akhir base reaction faktor skala ......... Gambar 4.42 Pembesaran torsi tak terduga (Ax) ................... Gambar 4.43 Displacement Akibat Beban Spektra arah-X ............................................................. Gambar 4.44 Displacement Akibat Beban Spektra arah-Y ............................................................. Gambar 4.45 Penampang balok prategang ............................ Gambar 4.46 Momen pada balok prategang .......................... Gambar 4.47 Daerah limit kabel .......................................... Gambar 4.48 Diagram tegangan saat transfer ...................... Gambar 4.49 Diagram tegangan saat kehilangan ................. Gambar 4.50 Diagram tegangan saat beban kerja ................ Gambar 4.51 Portal dengan balok prategang ....................... Gambar 4.52 Perpendekan kolom ........................................ Gambar 4.53 Momen yang bekerja akibat beban merata .............................................................
Gambar 4.54 Keseimbangan gaya prategang dengan reaksi perletakan ................................................ Gambar 4.55 Penampang balok prategang ............................. Gambar 4.56 Diagram Tegangan Setelah Kehilangan Prategang pada Lapangan .................................................... Gambar 4.57 Diagram Tegangan Setelah Kehilangan Prategang pada tumpuan ...................................................... Gambar 4.58 Rencana penulangan balok prategang ............... Gambar 4.59 Lokasi Peninjauan Balok Primer BI-1 As 2 ; B-D ......................................................... Gambar 4.60 Momen Envelope Balok Primer BI-1 As 2 ; B-D ......................................................... Gambar 4.61 Penampang balok T .......................................... Gambar 4.62 Diagram momen untuk penghentian tulangan negatif pada perletakan interior ......... Gambar 4.63 Detail Ikatan untuk Penyaluran Kait Standar .... Gambar 4.64 Rencana penulangan balok primer As 2;B-D .... Gambar 4.65 Lokasi kolom yang dianalisis AS 2-D .............. Gambar 4.66 Penampang Kolom AS 2-D .............................. Gambar 4.67 P-M Diagram interaksi kolom atas As 2-D ...... Gambar 4.68 P-M Diagram interaksi kolom bawah As 2-D .. Gambar 4.69 Momen nominal kolom atas ............................. Gambar 4.70 Momen nominal kolom bawah ......................... Gambar 4.71 Detail penulangan kolom As 2-D ..................... Gambar 4.72 Lokasi dinding geser ......................................... Gambar 4.73 Penampang dinding geser ................................. Gambar 4.74 Diagram Interaksi P-M shearwall .................... Gambar 4.75 Nilai simpangan pada dinding geser ................. Gambar 4.76 Nilai c shearwall pada output spcoulumn ......... Gambar 4.77 Rencana penulangan shearwall ........................ Gambar 4.78 Diagram interaksi sloof ..................................... Gambar 4.79 Letak pondasi kolom yang ditinjau ................... Gambar 4.80 Posisi tiang pancang kolom .............................. Gambar 4.81 Mekanika beban poer kolom ............................ Gambar 4.82 Letak pondasi dinding geser yang dianalisis ....
Gambar 4.83 Desain poer Shearwall ...................................... Gambar 4.84 Mencari titik berat poer .................................... Gambar 4.85 Jarak tiang pancang ............................................. Gambar 4.86 Penampang kritis poer shearwall ........................... Gambar 4.87 Mekanika beban poer shearwall .......................
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