iii
3.2.4. Beban Seismik .................................................................................................... 3-12 3.2.5. Beban Angin....................................................................................................... 3-13 3.3. Analisa dan Pemodelan Struktur......................................................................... 3-13 3.3.1. Metode Analisis Beban Seismik......................................................................... 3-13 3.3.2. Parameter Desain Seismik dan Pemodelan Struktur .......................................... 3-13 3.3.3. Pemodelan 3D dan Hasil Analisa Seismik ......................................................... 3-13 3.3.4. Penentuan Periode Untuk Analisa Struktur........................................................ 3-15 3.3.5. Penentuan Skala Gaya ........................................................................................ 3-15 3.3.6. Rangkuman Parameter Desain dan Geser Dasar Seismik .................................. 3-17 3.3.7. Penentuan Beban Angin pada Atap Rumah ....................................................... 3-17 BAB 4 PERENCANAAN BETON BERTULANG.................... 4-20 4.1. Kombinasi Pembebanan ....................................................................................... 4-20 4.2. Faktor Reduksi Kekuatan .................................................................................... 4-20 4.3. Desain Dinding Panel Beton ................................................................................. 4-22 BAB 5 PERENCANAAN PONDASI.......................................... 5-24 5.1. Kombinasi Pembebanan ....................................................................................... 5-24 5.2. Desain Sambungan Dinding ke Pondasi ............................................................. 5-25 5.3. Desain Pondasi....................................................................................................... 5-25 LAMPIRAN A INPUT ANALISIS ETABS...................................29 LAMPIRAN B OUTPUT ANALISIS ETABS...............................73 LAMPIRAN C OUTPUT DESAIN ETABS ................................277
PT. GRAHA MULTI DESIGN
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