PERENCANAAN GEDUNG KANTOR DAN RUANG KELAS SMK TERPADU TAKWA BELITANG
LAPORAN AKHIR
Laporan ini dibuat untuk memenuhi persyaratan dalam menyelesaikan pendidikan Diploma III Jurusan Teknik Sipil
Politeknik Negeri Sriwijaya
Oleh :
FITRI HANDAYANI 0613 3010 0727
NOVERCA ARISANTI 0613 3010 0736
POLITEKNIK NEGERI SRIWIJAYA PALEMBANG
PERENCANAAN GEDUNG KANTOR DAN RUANG KELAS SMK TERPADU TAKWA BELITANG
LAPORAN AKHIR
Palembang, Maret 2016 Pembimbing I, Pembimbing II,
Lina Flaviana Tilik , S.T.,M.T. Drs. Syahrial As
NIP. 197202271998022003 NIP. 195801051986031005
Mengetahui
Ketua Jurusan Teknik Sipil
Drs. Arfan Hasan, M.T.
ABSTRAK
ABSTRACT
The title of this final report is The Construction Plan for Office and Classroom of SMK Terpadu Takwa Belitang. The building plan has land areas 30 meters x 18 meters and building areas 96 m2. The purpose of this final report is to plan a building that serves as an office and classroom. Vocational high school Terpadu Takwa Belitang is the private school that has by Masjid Agung Gumawang Institute in Subdistric of Belitang, regency of East Oku and located in South Sumatra. We plan and calculate the building based on primary data and supporting data. Primary data collected from the project which is picture work and supporting data which were analyzed using the formula of several books. Basic theory calculations using SNI–03–274 –2002 on concrete structures, reinforced concrete structures by Istimawan. The end result of the planning of this building is it uses steel roof frame, concrete structures for beams, columns and sloof. Then, using tapak foundations.
DAFTAR ISI
HALAMAN JUDUL...i
HALAMAN PENGESAHAN...ii
HALAMAN PENGESAHAN PENGUJI...iii
ABSTRAK...iv
HALAMAN PERSEMBAHAN...vi
KATA PENGANTAR...viii
DAFTAR ISI...x
DAFTAR GAMBAR...xiii
DAFTAR TABEL...xxiv
BAB I PENDAHULUAN 1.1 Latar Belakang...1
1.2 Tujuan dan manfaat...2
1.3 Pembatasan masalah...2
1.4 Sistematika Penulisan...3
BAB II LANDASAN TEORI 2.1 Uraian Umum...4
2.2 Tahapan perencanaan (design) konstruksi...5
2.3 Dasar-dasar perencanaan...6
2.4 Perencanaan struktur...7
2.4.1 Perencanaan rangka atap...7
2.4.2 Perencanaan pelat...16
2.4.3 Perencanaan tangga...27
2.4.4 Perencanaan Portal...30
2.4.5 Perencanaan balok...36
2.4.7 Perencanaan sloof...44
2.4.8 Perencanaan pondasi...46
2.5 Manajemen proyek...49
BAB III PERHITUNGAN KONSTRUKSI 3.1 Perhitungan Rangka Atap...52
3.2 Perhitungan Pelat...105
3.2.1 Perhitungan pelat atap...105
3.2.2 Perhitungan pelat lantai 2...118
3.2.3 Perhitungan pelat lantai 3...130
3.2.4 Perhitungan pelat DAK Teras (+3,00)...141
3.3 Perhitungan Tangga...145
3.3.1 Perhitungan Tangga Jenis 1...148
3.3.2 Perhitungan Tangga Jenis 2...158
3.4 Perhitungan Portal...173
3.4.1 Perhitungan Portal Melintang As D-D...173
3.4.2 Perhitungan Portal Melintang As E-E...201
3.4.3 Perhitungan Portal Melintang As G-G...227
3.4.4 Perhitungan Portal Memanjang As 2-2...264
3.4.5 Perhitungan Portal Memanjang As 3-3...304
3.5 Perhitungan Balok...351
3.5.1 Perhitungan Balok Melintang As D-D...351
3.5.2 Perhitungan Balok Melintang As E-E...357
3.5.3 Perhitungan Balok Melintang As G-G...364
3.5.4 Perhitungan Balok Memanjang As 2-2...376
3.5.5 Perhitungan Balok Memanjang As 3-3...383
3.6 Perhitungan Kolom...395
3.6.1 Tinjauan Kolom Pelat...395
3.6.2 Tinjauan Kolom Atap...414
3.7.1 Perhitungan Sloof Arah Melintang...438
3.7.2 Perhitungan Sloof Arah Memanjang...444
3.8 Perhitungan Pondasi...452
BAB IV MANAJEMEN PROYEK 4.1 Rencana Kerja dan Syarat-syarat...460
4.2 Analisa Harga Satuan...483
4.3 Volume Pekerjaan...500
4.4 Rencana Anggaran Biaya (RAB)...593
4.5 Rekapitulasi RAB...598
4.6 NWP...599
BAB V PENUTUP 5.1 Kesimpulan...605
... 5.2 Saran ...605
LAMPIRAN
DAFTAR GAMBAR
Gambar 2.1 Gording kanal ...8
Gambar 2.2 Las tumpul ...14
Gambar 2.3 Las sudut ...15
Gambar 2.4 Tinjauan arah Ly dan Lx...20
Gambar 2.5 Panel pelat yang ditinjau...23
Gambar 2.6 Mencari momen arah x dan y cara 1 ...24
Gambar 2.7 Mencari momen arah x dan y cara 2 ...24
Gambar 2.8 Mencari momen arah x dan y cara 3 ...24
Gambar 2.9 Mencari momen arah x dan y cara 4 ...24
Gambar 2.10 Mencari momen arah x dan y cara 5 ...25
Gambar 2.11 Mencari momen arah x dan y cara 6 ...25
Gambar 2.12 Mencari momen arah x dan y cara 7 ...25
Gambar 2.13 Mencari momen arah x dan y cara 8 ...25
Gambar 2.14 Mencari momen arah x dan y cara 9 ...25
Gambar 2.15 Membuat Model Struktur ...31
Gambar 2.16 Memilih Tampilan (Arah Tinjau) ...32
Gambar 2.17 Memasukkan Nilai Fy, Fc dan Modulus Elastisitas ...32
Gambar 2.18 Memasukkan Data Perencanaan ...33
Gambar 2.19 Membuat load pattern beban mati dan beban hidup...34
Gambar 2.21 Memasukan nilai beban terpusat...35
Gambar 2.22 Memasukan nilai beban kombinai ...35
Gambar 2.23 Run analisis ...36
Gambar 2.24 Diagram nomogram untuk mementukan tekuk dari kolom ...41
Gambar 2.25 Aksi 2 arah pondasi ...47
Gambar 2.26 Pondasi tampak atas ...48
Gambar 2.27 Pondasi dengan beban ultimate ...48
Gambar 2.28 Barchart dan kurva s ...51
Gambar 3.1 Denah Rangka Atap ...52
Gambar 3.2 Dimensi gording ...54
Gambar 3.3 Pembebanan Gording ...56
Gambar 3.4 Pembebanan Beban Mati ...57
Gambar 3.5 Pembebanan Beban Hidup ...58
Gambar 3.6 Kombinasi Beban mati dan Pekerja ...60
Gambar 3.7 Kombinasi Beban Mati dan Beban Hujan ...62
Gambar 3.8 Rangka Kuda-Kuda ...66
Gambar 3.9 Beban Mati pada Kuda-kuda ...67
Gambar 3.10 Beban Mati Akibat Gording + Penutup Atap pada Kuda-kuda ...71
Gambar 3.11 Beban Air Hujan pada Kuda-kuda ...73
Gambar 3.12 Beban Hujan pada Kuda-kuda...74
Gambar 3.13 Beban Pekerja pada Kuda-kuda ...76
Gambar 3.14 Beban Angin Tekan ...78
Gambar 3.15 Beban Angin Hisap ...79
Gambar 3.16 Beban Angin Kiri pada Kuda-kuda ...81
Gambar 3.17 Beban Angin Kanan pada Kuda-kuda ...83
Gambar 3.18 Penampang Profil Siku Ganda ...87
Gambar 3.19 Penampang Profil Siku Ganda ...90
Gambar 3.20 Batang Kantilever ...91
Gambar 3.21 Beban Mati pada Kantilever ...93
Gambar 3.22 Gaya Batang Akibat Beban Mati ...94
Gambar 3.24 Beban Hidup pada Kantilever ...95
Gambar 3.25 Gaya Batang Akibat Beban Hujan...96
Gambar 3.26 Momen Akibat Beban Hujan...96
Gambar 3.27 Gaya Batang Akibat Beban Pekerja...97
Gambar 3.28 Momen Akibat Pekerja ...97
Gambar 3.29 Beban Angin Tekan ...98
Gambar 3.30 Beban Angin Hisap ...98
Gambar 3.31 Momen Akibat Beban Angin Tekan ...99
Gambar 3.32 Momen akibat Angin Hisap ...99
Gambar 3.33 Penampang Profil Siku Ganda...101
Gambar 3.34 Penampang Profil Siku Ganda ...102
Gambar 3.35 Gambar permisalan pembebanan las ...103
Gambar 3.36 Sambungan Las pada Profil...104
Gambar 3.37 Denah Pelat Atap ...105
Gambar 3.38 Panel A Pelat Atap...105
Gambar 3.39 Kekakuan Balok Pada Pelat Atap ...106
Gambar 3.40 Kekakuan Balok Pada Pelat Atap ...108
Gambar 3.41 Panel A Pelat Atap ...110
Gambar 3.42 Denah Pelat Kantilever Atap ...116
Gambar 3.43 Potongan Pelat Kantilever Atap ...116
Gambar 3.44 Denah Pelat Lantai 2...118
Gambar 3.45 Panel A Pelat Lantai 2...118
Gambar 3.46 Kekakuan Balok pada Pelat Lantai 2...119
Gambar 3.47 Kekakuan Balok pada Pelat Lantai 2...121
Gambar 3.48 Panel A Pelat Lantai 2...123
Gambar 3.49 Denah Pelat Kantilever Lantai 2...129
Gambar 3.50 Denah Pelat Lantai 3...130
Gambar 3.51 Panel A Pelat Lantai 3...131
Gambar 3.52 Kekakuan Balok pada Pelat Lantai 3 ...132
Gambar 3.53 Kekakuan Balok pada Pelat Lantai 3...133
Gambar 3.54 Panel A Pelat Lntai 3...135
Gambar 3.56 Denah Pelat DAK...142
Gambar 3.57 Potongan Pelat DAK...143
Gambar 3.58 Struktur Tangga...145
Gambar 3.59 Tangga Tampak Atas ...146
Gambar 3.60 Detail Ketebalan Tangga...147
Gambar 3.61 Tangga Jenis 1...148
Gambar 3.62 Perataan Momen Tangga Jenis 1...149
Gambar 3.63 Momen Design Tangga Jenis 1...150
Gambar 3.64 Free body Tangga Jenis 1...150
Gambar 3.65 Uraian Gaya Tangga Jenis 1...151
Gambar 3.66 Hasil Uraian Gaya ...151
Gambar 3.67 Diagram Bidang Normal ...152
Gambar 3.68 Diagram Bidang Lintang...152
Gambar 3.69 Diagram Bidang Momen...153
Gambar 3.70 Tangga Jenis 2...158
Gambar 3.71 Perataan Momen Tangga Jenis 2...159
Gambar 3.72 Momen Design...160
Gambar 3.73 Freebody Tangga Jenis 2...160
Gambar 3.74 Uraian Gaya Tangga Jenis 2 ...161
Gambar 3.75 Hasil dari Uraian Gaya...162
Gambar 3.76 Diagram Bidang Normal ...162
Gambar 3.77 Diagram Bidang Lintang ...163
Gambar 3.78 Diagram Bidang Momen ...163
Gambar 3.79 Diagram Geser Balok Bordes ...170
Gambar 3.80 Detail Tulangan Balok Bordes ...171
Gambar 3.81 Detail Tulangan Pelat Tangga...172
Gambar 3.82 Detail Tulangan Pelat Bordes ...172
Gambar 3.83 Denah lantai atap portal melintang As D-D ...173
Gambar 3.84 Denah lantai 2 portal melintang As D-D ...173
Gambar 3.85 Denah lantai 1 portal melintang As D-D ...174
Gambar 3.86 Pembebanan portal melintang As D-D ...174
Gambar 3.88 Tipe pembebeanan A...175
Gambar 3.89 Tipe Pembebanan B ...176
Gambar 3.90 Pembebanan tipe C ...176
Gambar 3.91 Pembebanan tipe A ...177
Gambar 3.92 Pembebanan tipe B...178
Gambar 3.93 Pembebanan tipe C...178
Gambar 3.94 Label Portal melintang As D-D ...180
Gambar 3.95 portal melintang As D-D akibat beban hidup ...181
Gambar 3.96 Diagram normal akibat beban hidup portal melintang as D-D ...182
Gambar 3.97 Diagram lintang akibat beban hidup portal melintang as D-D ...183
Gambar 3.98 Diagram momen akibat beban hidup portal melintang as D-D ...184
Gambar 3.99 Portal melintang As D-D akibat beban mati ...188
Gambar 3.100 Diagram normal akibat beban mati portal melintang as D-D ...189
Gambar 3.101 Diagram lintang akibat beban mati portal melintang as D-D ...190
Gambar 3.102 Diagram momen akibat beban mati portal melintang as D-D ...191
Gambar 3.103 Diagram normal beban kombinasi portal melintang As D-D ...195
Gambar 3.104 Diagram lintang beban kombinasi portal melintang As D-D ...196
Gambar 3.105 Diagram momen beban kombinasi portal melintang As D-D ...197
Gambar 3.106 Denah lantai atap portal melintang As E-E ...201
Gambar 3.107 Denah lantai 2 portal melintang As E-E ...201
Gambar 3.108 Denah lantai 1 portal melintang As E-E ...202
Gambar 3.109 Pembebanan portal melintang As E-E ...202
Gambar 3.110 Pembebanan portal melintang As E-E ...203
Gambar 3.111 Tipe pembebanan A ...203
Gambar 3.112 Tipe Pembebanan B ...204
Gambar 3.113 Tipe Pembebanan A...204
Gambar 3.114 Tipe Pembebanan B ...205
Gambar 3.115 Label Portal melintang As E-E ...206
Gambar 3.116 Portal melintang As E-E akibat beban hidup ...207
Gambar 3.117 Diagram lintang akibat beban hidup portal melintang as E-E ....208
Gambar 3.119 Diagram momen portal melintang as E-E ...210
Gambar 3.120 portal melintang As E-E akibat beban mati ...214
Gambar 3.121 Diagram normal akibat beban mati portal melintang as E-E ...215
Gambar 3.122 Diagram lintang akibat beban mati portal melintang as E-E ...216
Gambar 3.123 Diagram momen akibat beban mati portal melintang as E-E ...217
Gambar 3.124 Diagram normal beban kombinasi portal melintang as E-E ...221
Gambar 3.125 Diagram lintang beban kombinasi portal melintang as E-E ...222
Gambar 3.126 Diagram momen beban kombinasi portal melintang as E-E ...223
Gambar 3.127 Denah lantai 2 portal melintang As G-G...227
Gambar 3.128 Denah lantai 2 portal melintang As G-G...227
Gambar 3.129 Pembebanan pada portal melintang As G-G...228
Gambar 3.130 Pembebanan portal melintang As G-G ...228
Gambar 3.131 Pembebanan Tipe A...229
Gambar 3.132 Tipe Pembebanan B...230
Gambar 3.133 Label portal melintang As G-G ...231
Gambar 3.134 Portal melintang As G-G akibat beban hidup ...232
Gambar 3.135 Diagram portal melintang akibat beban hidup as G-G ...233
Gambar 3.136 diagram momen akibat beban hidup portal melintang as G-G...234
Gambar 3.137 Digram momen akibat beban hidup portal melintang as G-G...235
Gambar 3.138 Portal melintang As G-G akibat beban mati...243
Gambar 3.139 Diagram normal akibat beban mati portal melintang as G-G ...244
Gambar 3.140 Diagram lintang akibat beban mati portal melintang as G-G...245
Gambar 3.141 Diagram Momen akibat beban mati portal melintang as G-G ...246
Gambar 3.142 Diagram normal beban kombinasi portal melintang as G-G ...254
Gambar 3.143 Diagram Lintang beban kombinasi portal melintang As G-G...255
Gambar 3.144 Diagram Momen beban kombinasi portal melintang As G-G ....256
Gambar 3.145 Denah lantai atap portal memanjang As 2-2...264
Gambar 3.146 Denah lantai 2 portal memanjang As 2-2...264
Gambar 3.147 Denah lantai 1 portal memanjang As 2-2...265
Gambar 3.149 Pembebanan portal memanjang As 2-2 atap ...266
Gambar 3.150 Tipe pembebanan A...266
Gambar 3.151 Tipe Pembebanan B...267
Gambar 3.152 pembebanan tipe C...267
Gambar 3.153 pembebanan tipe D...268
Gambar 3.154 pembebanan portal memanjang lantai satu dan dua...268
Gambar 3.155 Tipe pembebanan A...269
Gambar 3.156 Pembebanan Tipe B...269
Gambar 3.157 Pembebanan Tipe C...270
Gambar 3.158 Pembebanan Tipe D...270
Gambar 3.159 Label portal memanjang As 2-2...272
Gambar 3.160 Portal memanjang As 2-2 akibat beban mati...273
Gambar 3.161 Portal memanjang As 2-2 akibat beban hidup...274
Gambar 3.162 Diagram normal akibat beban hidup portal melintang as 2-2...275
Gambar 3.163 Diagram lintang akibat beban hidup portal melintang as 2-2...276
Gambar 3.164 Diagram momen akibat beban hidup portal melintang as 2-2...277
Gambar 3.165 Diagram normal akibat beban mati portal melintang as 2-2...284
Gambar 3.166 Diagram lintang akibat beban mati portal melintang as 2-2...285
Gambar 3.167 Diagram lintang akibat beban mati portal melintang as 2-2 ...286
Gambar 3.168 Diagram normal beban kombinasi portal memanjang As 2-2...294
Gambar 3.169 Diagram Lintang beban kombinasi portal memanjang As 2-2....295
Gambar 3.170 Diagram momen beban kombinasi portal memanjang As 2-2...296
Gambar 3.171 Denah lantai atap portal memanjang As 3-3...304
Gambar 3.172 Denah lantai 2 portal memanjang As 3-3...304
Gambar 3.173 Denah lantai 1 portal memanjang As 3-3...305
Gambar 3.174 Pembebanan Sumbangan Plat Portal Memanjang As 3-3...305
Gambar 3.175 Pembebanan pelat lantai portal memanjang As 3-3...306
Gambar 3.176 Tipe pembebanan A...306
Gambar 3.178 pembebanan tipe C...307
Gambar 3.179 pembebanan tipe D...308
Gambar 3.180 pembebanan lantai satu dan dua portal memanjang B-B...309
Gambar 3.181 Tipe pembebanan A...309
Gambar 3.182 Pembebanan Tipe B ...310
Gambar 3.183 pembebanan tipe C...310
Gambar 3.184 pembebanan tipe D...311
Gambar 3.185 Label portal memanjang As 3-3 ...312
Gambar 3.186 Portal memanjang As 3-3 akibat beban mati ...313
Gambar 3.187 Portal memanjang As 3-3 akibat beban hidup ...314
Gambar 3.188 Diagram normal akibat beban hidup portal memanjang as 3-3...315
Gambar 3.189 Diagram lintang akibat beban hidup portal memanjang as 3-3...316
Gambar 3.190 Diagram momen akibat beban hidup portal memanjang as 3-3 ...317
Gambar 3.191 Diagram Normal akibat beban mati portal memanjang as 3-3 ...327
Gambar 3.192 Diagram lintang akibat beban mati portal memanjang as 3-3...328
Gambar 3.193 Diagram momen akibat beban mati portal memanjang as 3-3 ...329
Gambar 3.194 Diagram Normal beban kombinasi portal memanjang as 3-3 ...339
Gambar 3.195 Diagram lintang beban kombinasi portal memanjang as 3-3 ...340
Gambar 3.197 Portal arah melintang as D-D...351
Gambar 3.198 Deff Balok Melintang A-A ...352
Gambar 3.199 Detail potongan As D-D ...353
Gambar 3.200 Balok T ...354
Gambar 3.201 Skema penulangan geser ...355
Gambar 3.202 Detail potongan As D-D ...356
Gambar 3.203 Portal arah melintang as E-E...357
Gambar 3.204 Deff balok tumpuan...358
Gambar 3.205 Detail potongan As E-E ...360
Gambar 3.206 Balok T...360
Gambar 3.207 Skema penulangan geser...362
Gambar 3.208 Detail potongan As E-E ...363
Gambar 3.209 Portal arah melintang as G-G...364
Gambar 3.210 Deff Balok ...365
Gambar 3.211 Detail potongan As G-G ...366
Gambar 3.212 Deff Balok Lapangan ...367
Gambar 3.213 Skema penulangan geser...368
Gambar 3.214 Detail potongan As G-G ...369
Gambar 3.215 Deff Balok Tumpuan...370
Gambar 3.216 Detail potongan As G-G ...372
Gambar 3.217 Balok T...372
Gambar 3.218 Skema penulangan geser...374
Gambar 3.219 Detail potongan As G-G ...375
Gambar 3.220 Portal arah memanjang as 2-2...376
Gambar 3.221 Deff Balok ...377
Gambar 3.222 Detail potongan as 2-2...378
Gambar 3.223 Balok T...379
Gambar 3.224 Skema penulangan geser...381
Gambar 3.225 Detail potongan as 2-2...382
Gambar 3.226 Portal arah memanjang as 3-3...383
Gambar 3.228 Detail potongan as 3-3...385
Gambar 3.229 Deff Balok Lapangan ...386
Gambar 3.230 Skema penulangan geser...387
Gambar 3.231 Detail potongan as 3-3...388
Gambar 3.232 Deff Balok ...389
Gambar 3.233 Penulangan balok lantai 1 dan 2...391
Gambar 3.234 Balok T...392
Gambar 3.235 Skema penulangan geser...393
Gambar 3.236 Penulangan balok lantai 1 dan 2...394
Gambar 3.237 Kolom yang ditinjau ...395
Gambar 3.238 Potongan kolom arah memanjang dan melintang...396
Gambar 3.239 Peninjauan kolom lantai 3 potongan melintang as E-E...398
Gambar 3.240 Peninjauan kolom lantai 2 potongan melintang as E-E...399
Gambar 3.241 Peninjauan kolom lantai 1 potongan melintang as E-E...401
Gambar 3.242 Tinjauan kolom...402
Gambar 3.243 Detail penulangan kolom lantai 3...408
Gambar 3.244 Detail penulangan kolom lantai 2...410
Gambar 3.245 Detail penulangan kolom lantai 1...413
Gambar 3.246 Kolom yang ditinjau ...414
Gambar 3.247 Potongan kolom arah memanjang dan melintang...415
Gambar 3.248 Tinjauan kolom memanjang As 3-3 ...418
Gambar 3.249 Tinjauan kolom memanjang As 3-3 ...419
Gambar 3.250 Tinjauan kolom memanjang As 3-3 ...420
Gambar 3.251 Tinjauan kolom memanjang As 3-3 ...422
Gambar 3.252 Tinjauan kolom memanjang ...424
Gambar 3.253 Detail penulangan kolom ...430
Gambar 3.254 Detail penulangan kolom lantai 3...432
Gambar 3.255 Detail penulangan kolom lantai 2...435
Gambar 3.256 Detail penulangan kolom lantai 1...437
Gambar 3.258 Pembebanan sloof arah melintang ...439
Gambar 3.259 Diagram gaya geser sloof arah melintang ...439
Gambar 3.260 Diagram momen sloof arah melintang ...439
Gambar 3.261 Tulangan lapangan sloof arah melintang ...441
Gambar 3.262 Tulangan tumpuan sloof melintang ...442
Gambar 3.263 Skema penulangan geser...443
Gambar 3.264 Sloof arah memanjang...444
Gambar 3.265 Pembebanan sloof arah memanjang...446
Gambar 3.266 Diagram gaya geser arah memanjang...446
Gambar 3.267 Diagram momen arah memanjang...446
Gambar 3.268 Tulangan lapangan sloof arah memanjang...448
Gambar 3.269 Tulangan tumpuan sloof memanjang ...449
Gambar 3.270 Skema penulangan geser...450
Gambar 3.271 Detail pondasi tapak...453
Gambar 3.272 Pondasi tampak atas ...455
Gambar 3.273 Aksi satu arah arah x ...456
Gambar 3.274 Aksi satu arah arah y...456
Gambar 3.275 Potongan A-A pondasi...457
DAFTAR TABEL
Tabel 2.1 Ukuran minimum las sudut ...15
Tabel 2.2 Tebal minimum balok non pratekan atau pelat Satu arah lendutan tidak dihitung ...17
Tabel 2.3 Tebal selimut beton minimum untuk beton bertulang...19
Tabel 2.4 Tebal minimum dari pelat tanpa balok interior...22
Tabel 2.5 Daftar ukuran lebar tangga ideal ...28
Tabel 3.1 Rekapitulasi panjang batang kuda-kuda...67
Tabel 3.2 Output beban akibat berat sendiri profil ...68
Tabel 3.3 Output akibat beban mati ...72
Tabel 3.4 Output akibat beban hujan ...75
Tabel 3.5 Output akibat beban pekerja ...77
Tabel 3.6 Rekapitulasi beban angin tekan secara vertikal dan horisontal...79
Tabel 3.7 Rekapitulasi beban angin tekan secara vertikal dan horisontal...80
Tabel 3.9 Output akibat beban angin kanan ...84
Tabel 3.10 Kombinasi pembebanan pada kuda-kuda...85
Tabel 3.11 Kombinasi pembebanan kantilever ...100
Tabel 3.12 Tabel penulangan pelat atap ...114
Tabel 3.13 Tabel penulangan pelat lantai 2...127
Tabel 3.14 Tabel penulangan pelat lantai 3...139
Tabel 3.15 Gaya batang akibat beban hidup As D-D...185
Tabel 3.16 Gaya batang akibat beban mati As D-D...192
Tabel 3.17 Gaya batang akibat beban kombinasi As D-D ...198
Tabel 3.18 Gaya batang akibat beban hidup As E-E...211
Tabel 3.19 Gaya batang akibat beban mati As E-E...218
Tabel 3.20 Gaya batang akibat beban kombinasi As E-E ...224
Tabel 3.21 Gaya batang akibat beban hidup As G-G...236
Tabel 3.22 Gaya batang akibat beban mati As G-G...247
Tabel 3.23 Gaya batang akibat beban kombinasi As G-G ...257
Tabel 3.24 Gaya batang akibat beban hidup portal memanjang As 2-2...278
Tabel 3.25 Gaya batang akibat beban mati portal memanjang As 2-2 ...287
Tabel 3.26 Gaya batang akibat beban kombinasi portal memanjang As 2-2 ...297
Tabel 3.27 Gaya batang akibat beban hidup As 3-3...318
Tabel 3.28 Gaya batang akibat beban mati As 3-3...330
