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DAFTAR GAMBAR

Gambar 2.1 ...................................................................................8

Diagram Respons Spektrum Gempa Rencana

Gambar 2.2 .................................................................................13

Gaya Lintang Rencana untuk SRPMM (SNI Gambar 47)

Gambar 2.3 .................................................................................22

Penguraian Beban pada Gording

Gambar 2.4 .................................................................................23

Beban Angin

Gambar 2.5 .................................................................................25

Penggantung Gording

Gambar 2.6 .................................................................................26

Ikatan Angin

Gambar 3.1 .................................................................................55

Denah Pembalokan Lantai 2 dan 3

Gambar 3.2 .................................................................................56


Gambar 3.3 .................................................................................58


Gambar 3.4 .................................................................................60

Denah Pembalokan Lantai Atap

Gambar 3.5 .................................................................................63

Denah Perencanaan Kolom

Gambar 3.6 .................................................................................65

Denah Perencanaan Sloof Gambar 3.7 .................................................................................69

Denah Perencanaan Pelat Lantai

Gambar 3.8 .................................................................................70

Pelat Lantai yang ditinjau

Gambar 3.9 .................................................................................89

Sketsa Arah Beban Angin

Gambar 3.10 ...............................................................................92



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Grafik Respons Spektrum Gempa Rencana

Gambar 3.11................................................................................94

Denah Portal yang ditinjauGambar 3.12................................................................................95

Portal As 3 Join (A-F)

Gambar 3.13..............................................................................100

Gaya Fi

Gambar 3.14..............................................................................102

Pemodelan 3D Tampak Depan

Gambar 3.15..............................................................................103

Pemodelan 2D Portal MemanjangGambar 3.16..............................................................................103

Pemodelan 3D Tampak Samping

Gambar 3.17..............................................................................104

Pemodelan 2D Portal Melintang

Gambar 3.18..............................................................................104

Pemodelan 2D Balok Sloof

Gambar 3.19..............................................................................105

Pemodelan 2D Balok Lantai 2 dan Pelat

Gambar 3.20..............................................................................105

Pemodelan 2D Balok Lantai 3 dan Pelat

Gambar 3.21..............................................................................106

Pemodelan 2D Balok Lantai 2 dan Pelat Kantilever

Gambar 3.22..............................................................................106

Pemodelan 2D Balok Lantai 3,4 dan Pelat Kantilever

Gambar 3.23..............................................................................107

Pemodelan 3D Atap

Gambar 3.24..............................................................................108Pemodelan Mekanika Teknik Tangga

Gambar 3.25..............................................................................108

Pemodelan 3D SAP Tangga

Gambar 4.1................................................................................115

Denah Perencanaan Pelat Lantai

Gambar 4.2................................................................................116

Pelat Lantai yang ditinjau



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Gambar 4.3 ...............................................................................128

Denah Pelat Tipe A

Gambar 4.4 ...............................................................................131Asumsi Pelat Terjepit Penuh

Gambar 4.5 ...............................................................................135

Asumsi Tinggi Manfaat Pelat, dx dan dy

Gambar 4.6 ...............................................................................149

Gambar Detail Tangga

Gambar 4.7 ...............................................................................152

Permodelan Struktur Tangga Menyatu dengan Struktur Bangunan

Gambar 4.8 ...............................................................................153

Pemodelan Struktur Tangga

Gambar 4.9 ...............................................................................153

Pemodelan Mekanika Tangga

Gambar 4.10 .............................................................................154

Gambar Potongan Pelat Tangga

Gambar 4.11 .............................................................................158

Gambar Potongan Bordes

Gambar 4.12 .............................................................................165

Gambar Luasan Acp dan Keliling Pcp

Gambar 4.13 .............................................................................165

Gambar Luasan Aoh dan Keliling Ph

Gambar 4.14 .............................................................................185

Detail Penulangan Balok Bordes

Gambar 4.15 .............................................................................186

Denah Atap

Gambar 4.16 .............................................................................187

Kuda – Kuda PenuhGambar 4.17 .............................................................................189

Profil Gording Light Lips Chanel

Gambar 4.18 .............................................................................190

Penguraian Beban pada Gording

Gambar 4.19 .............................................................................192

Sketsa Arah Beban Angin

Gambar 4.20 .............................................................................193



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Analisa Gaya Dalam

Gambar 4.21..............................................................................201

Penempatan Pelat Pengaku pada GordingGambar 4.22..............................................................................205

Posisi Penggantung Gording pada Kuda-Kuda

Gambar 4.23..............................................................................206

Beban yang harus dipikul penggantung Gording

Gambar 4.24..............................................................................207

Penggantung Gording

Gambar 4.25..............................................................................209

Gaya – Gaya pada Ikatan AnginGambar 4.26..............................................................................210

Bidang Kerja Ikatan Angin

Gambar 4.27..............................................................................212

Distribusi Beban pada Ikatan Angin

Gambar 4.28..............................................................................213

Kemiringan Ikatan Angin

Gambar 4.29..............................................................................214

Input Beban pada Permodelan SAP

Gambar 4.30..............................................................................214

Diagram Reaksi Gaya Aksial pada Ikatan Angin

Gambar 4.31..............................................................................217

Profil Kolom Pendek WF.250.125.6.9

Gambar 4.32..............................................................................218

Gaya-Gaya dalam pada Kolom Pendek

Gambar 4.33..............................................................................222

Gambar Nomogram

Gambar 4.34..............................................................................228Rencana Dimensi Plat Landas

Gambar 4.35..............................................................................229

Diagram Tegangan yang terjadi pada Pelat Landas

Gambar 4.36..............................................................................231

Digram Tegangan pada Baut

Gambar 4.37..............................................................................234

Sketsa Pemasangan Sambungan Baut dan Las pada Pelat Landas



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Gambar 4.38 .............................................................................234

Sketsa Pemasangan Penjangkaran

Gambar 4.39 .............................................................................235Profil Kuda – Kuda WF.250.125.6.9

Gambar 4.40 .............................................................................238

Posisi Kuda – Kuda yang ditinjau

Gambar 4.41 .............................................................................238

Momen pada Balok Kuda - Kuda

Gambar 4.42 .............................................................................257

Sambungan Puncak Kuda - Kuda

Gambar 4.43 .............................................................................258

Sambungan antara Kuda-Kuda dengan Profil Penyambung

Gambar 4.44 .............................................................................264

Sambungan antara Kuda-Kuda dan Kolom Pendek

Gambar 4.45 .............................................................................265

Posisi Penempatan Baut pada Sambungan antara Kuda-Kuda dan

Pedestal

Gambar 4.46 .............................................................................271

Sambungan Kuda-Kuda dan Kolom Pendek

Gambar 4.47 .............................................................................273

Posisi Penempatan Baut pada Sambungan antara Kuda-Kuda dan

Pedestal

Gambar 4.48 .............................................................................276

Tampak Atas Permodelan Sambungan

Gambar 4.49 .............................................................................277

Penyusun Profil Kiri (A), Kanan (B)

Gambar 4.50 .............................................................................282

Gambar Gaya DalamGambar 4.51 .............................................................................291

Gambar Gaya Dalam

Gambar 4.52 .............................................................................292

Gambar Sambungan

Gambar 5.1 ...............................................................................304

Tingggi Efektif Balok

Gambar 5.2 ...............................................................................305



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Denah Pembalokan Lantai 2

Gambar 5.3................................................................................306

Pemodelan 3D Diagram Gaya Dalam Momen lentur Balok Gambar 5.4................................................................................311


Gambar 5.5................................................................................311

Gambar Luasan Aoh dan Kelilinh Ph

Gambar 5.6................................................................................316

Ilustrasi Lentur Penampang untuk Beton Bertulang

Gambar 5.7................................................................................321

Cek Jarak Spasi Tulangan dari Jarak Spasi Tulangan Sejajar padaPenampang Balok

Gambar 5.8................................................................................322

Cek Kemampuan Penampang Tulangan dari Jarak Spasi Tulangan

antar Lapis pada Penampang Balok

Gambar 5.9................................................................................324

Momen Bolak Balik Akibat Gaya Gempa

Gambar 5.10..............................................................................331

Cek Jarak Spasi Tulangan dari Jarak Spasi Tulangan pada

Penampang Balok

Gambar 5.11..............................................................................332

Cek Kemampuan Penampang Tulangan dari Jarak Spasi Tulangan

antar Lapis pada Penampang Balok

Gambar 5.12..............................................................................334

Momen Bolak Balok Akibat Gaya Gempa

Gambar 5.13..............................................................................341

Cek Jarak Spasi Tulangan dati Jarak Spasi Tulangan Sejajar pada

Penampang Balok Gambar 5.14..............................................................................343


Gambar 5.15..............................................................................346

Gaya Lintang Rencana Komponen Balok pada SRPMM

Gambar 5.16..............................................................................349

Diagram Gaya Geser pada Balok

Gambar 5.17..............................................................................360



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Sketsa Penampang Balok Induk 35/70 As joint A-C

Gambar 5.18 .............................................................................360

Sketsa Pembengkokan Tulangan pada Tulangan GeserGambar 5.19 .............................................................................361

Sketsa Penulangan Lentur dan Geser pada Balok

Gambar 5.20 .............................................................................365

Posisi Kolom (45x45) yang ditinjau pada As 3-As

Gambar 5.21 .............................................................................366

Posisi Kolom (45x45) yang ditinjau pada As 3-As

Gambar 5.22 .............................................................................367

Pemodelan 3D Gaya Dalam Momen Lentur Kolom – Balok Gambar 5.23 .............................................................................368

Gaya Lintang Rencana Komponen Kolom pada SRPMM

Gambar 5.24 .............................................................................370

Panjang Tekuk Kolom

Gambar 5.25 .............................................................................374

Grafik Aligment Kolom

Gambar 5.26 .............................................................................376

Panjang Tekuk Kolom

Gambar 5.27 .............................................................................378

Grafik Aligment Kolom

Gambar 5.28 .............................................................................382

Diagram Interaksi

Gambar 5.29 .............................................................................384

Kontrol Kemampuan Kolom oleh Diagram Interaksi

Gambar 5.30 .............................................................................385

Hubungan Interaksi Lentur Biaksial

Gambar 5.31 .............................................................................387Diagram Interaksi dari Program PCA-COL

Gambar 5.32 .............................................................................396

Detail Penulangan Kolom 45x45cm (K1)

Gambar 5.33 .............................................................................398

Denah Pembalokan Sloof

Gambar 5.34 .............................................................................399

Pemodelan 3D Diagram Gaya Dalam Momen Lentur



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Gambar 5.35..............................................................................402


Gambar 5.36..............................................................................403Gambar Luasan Aoh dan Keliling Ph

Gambar 5.37..............................................................................405

Ilustrasi Lentur Penampang untuk Beton Bertulang

Gambar 5.38..............................................................................409

Cek Jarak Spasi Tulangan dari Jarak Spasi Tulangan Sejajar pada

Penampang Balok

Gambar 5.39..............................................................................412

Momen Bolak Balik Akibat Gaya GempaGambar 5.40..............................................................................418


Penampang Balok

Gambar 5.41..............................................................................420


Gambar 5.42..............................................................................426


Penampang Balok

Gambar 5.43..............................................................................429


Gambar 5.44..............................................................................433

Diagram Gaya Geser pada Balok Sloof

Gambar 5.45..............................................................................443

Sketsa Penampang Balok Sloof 40/60 As 3 joint A-C

Gambar 6.1................................................................................451

Geser Satu Arah pada Poer

Gambar 6.2................................................................................452Geser Dua Arah pada Poer

Gambar 6.3................................................................................457

Gambar Arah Gaya pada Poer Type 1 Akibat Beban Sementara

Gambar 6.4................................................................................460


Gambar 6.5................................................................................462

Gambar Arah Gaya pada Poer Type 1 Akibat Beban Tetap



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Gambar 6.6 ...............................................................................465

Gambar Mekanika Gaya pada Poer Arah X

Gambar 6.7 ...............................................................................468Gambar Mekanika Gaya pada Poer arah Y

Gambar 6.8 ...............................................................................472

Gambar Stek Kolom

Gambar 6.9 ...............................................................................476

Potongan Arah Y

Gambar 6.10 .............................................................................479

Gambar Arah Gaya pada Poer Type 3 Akibat Beban Tetap

Gambar 6.11 .............................................................................482


Gambar 6.12 .............................................................................491

Gambar Stek Kolom



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