DAFTAR ISI - repository.untag-sby.ac.idrepository.untag-sby.ac.id/4593/7/7. LAMPIRAN.pdf · xi daftar isi lembar pengesahan tugas akhir.....i surat pernyataan..... iii

xi

DAFTAR ISI

LEMBAR PENGESAHAN TUGAS AKHIR .............................................................. i

SURAT PERNYATAAN .......................................................................................... iii

KATA PENGANTAR ................................................................................................ v

ABSTRAK ............................................................................................................... vii

ABSTRACT ............................................................................................................... ix

DAFTAR ISI .............................................................................................................. xi

DAFTAR TABEL ...................................................................................................xvii

DAFTAR GAMBAR ............................................................................................... xxi

BAB I - PENDAHULUAN ........................................................................................ 1

1.1. Latar Belakang ............................................................................................. 1

1.2. Rumusan Masalah ........................................................................................ 2

1.3. Tujuan .......................................................................................................... 3

1.4. Batasan Masalah .......................................................................................... 3

1.5. Manfaat ........................................................................................................ 3

BAB II - TINJAUAN PUSTAKA .............................................................................. 5

2.1. Penelitian Terdahulu .................................................................................... 5

2.2. Baja Profil .................................................................................................... 9

2.2.1. Sejarah & Penjelasan Baja ................................................................... 9

2.2.2. Jenis-Jenis Baja .................................................................................. 10

2.2.3. Kelebihan Dan Kekurangan Struktur Baja ......................................... 12

2.3. Gempa Bumi .............................................................................................. 12

2.3.1. Pengertian Gempa Bumi .................................................................... 12

2.3.2. Penyebab Terjadinya Gempa Bumi ................................................... 12

2.3.3. Teori Lempeng ................................................................................... 14

2.3.4. Jalur Gempa Bumi Dunia ................................................................... 16

2.3.5. Parameter Dasar Gempa Bumi ........................................................... 18

2.3.6. Gelombang Permukaan (Surface Wafe) ............................................. 18

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2.4. Peta Hazard Gempa Indonesia .................................................................. 19

2.5. Metode Analisis Dinamik Terhadap Gaya Gempa ................................... 24

2.6. Analisis Level Kinerja Dengan Pushover Analysis (Static Nonlinear) ..... 25

2.6.1. Analisis Level Kinerja Statik Nonlinier (Pushover) Menggunakan

Metode ATC-40 dan Metode FEMA 356 ...................................... 25

2.6.1.1. Level Kinerja Struktur Menggunakan Metode ATC-40 .................... 26

2.6.1.2. Level Kinerja Struktur Menggunakan Metode FEMA 356 ............... 29

2.7. Klasifikasi Desain Struktur Berdasarkan Tingkat Daktilitas .................... 32

2.8. Konsep Perencanaan Gedung Tahan Gempa ............................................ 33

2.8.1. Desain Kapasitas ............................................................................... 33

2.8.2. Sistem Rangka Baja Pemikul Momen Khusus .................................. 35

2.8.3. Sistem Rangka Baja Dengan Bresing Eksentris ................................ 36

2.9. Pembebanan .............................................................................................. 37

2.10. Ketentuan Umum Bangunan Gedung Dalam Pengaruh Gempa ............... 39

2.11. Klasifikasi Struktur Beraturan Dan Tidak Beraturan ................................ 47

2.11.1. Ketidakberaturan Horisontal ............................................................. 48

2.11.2. Ketidakberaturan Vertikal ................................................................. 49

2.12. Komponen Struktur Baja Profil ................................................................ 51

2.12.1. Konsep Dasar LRFD ......................................................................... 51

2.12.2. Desain Stabilitas Struktur .................................................................. 53

2.12.2.1. Dyrect Analysis Method (DAM) ....................................................... 53

2.12.2.2. Panjang Efektif Kolom (Effective Length Method, ELM) ................. 54

2.12.3. Desain Kolom Baja Profil H-X-T ..................................................... 55

2.12.4. Desain Balok Komposit ..................................................................... 57

2.12.5. Desain Penghubung Geser (Shear Connector) .................................. 58

BAB III - METODE PENELITIAN ......................................................................... 61

3.1. Diagram Alir ............................................................................................. 61

3.2. Lokasi Penelitian ....................................................................................... 64

3.3. Penjelasan Diagram Alir ........................................................................... 64

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BAB IV - ANALISIS DAN PEMBAHASAN .......................................................... 69

4.1. Preliminary Design .................................................................................... 69

4.1.1. Perencanaan Awal Balok ................................................................... 69

4.1.2. Perencanaan Awal Kolom .................................................................. 72

4.1.3. Perencanaan Awal Bracing ................................................................ 72

4.1.4. Perencanaan Awal Pelat ..................................................................... 73

4.2. Penentuan Sistem Struktur ......................................................................... 74

4.2.1. Faktor Keutamaan Dan Kategori Risiko ............................................ 74

4.2.2. Kelas Situs Dan Percepatan Gempa ................................................... 75

4.2.3. Perhitungan Kategori Desain Seismik (KDS) .................................... 80

4.2.4. Faktor Sistem Struktur ....................................................................... 82

4.3. Pembebanan ............................................................................................... 83

4.3.1. Beban Hidup (Live Load) ................................................................... 83

4.3.2. Beban Mati (Dead Load) ................................................................... 83

4.3.3. Beban Gempa (Earthquake Load) ..................................................... 84

4.3.4. Beban Angin (Wind Load) ................................................................. 84

4.3.5. Beban Hujan (Rain Load) .................................................................. 86

4.3.6. Kombinasi Pembebanan (Load Combination) ................................... 86

4.4. Pemodelan Struktur.................................................................................... 89

4.4.1. Penentuan Tipe Elemen dan Perletakan ............................................. 89

4.4.2. Hasil Pemodelan Struktur Pada SAP2000 ......................................... 90

4.4.3. Jumlah Ragam (Modes)...................................................................... 96

4.5. Pengecekan Perilaku Struktur Bangunan ................................................... 96

4.5.1. Rasio Partisipasi Modal Massa .......................................................... 96

4.5.2. Periode Fundamental, Ta ................................................................. 100

4.5.3. Koefisien Respons Seismik, Cs ........................................................ 102

4.5.4. Gaya Dasar Seismik, V ..................................................................... 102

4.5.5. Pemeriksaan Base Shear .................................................................. 103

4.5.6. Penskalaan Gaya Gempa .................................................................. 103

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4.5.7. Pengecekan Gaya Geser .................................................................. 105

4.5.8. Pengecekan Simpangan Antar Tingkat ........................................... 114

4.5.9. Pengecekan P-Delta Effect .............................................................. 121

4.6. Pengecekan Ketidakberaturan ................................................................. 131

4.6.1. Pengecekan Ketidakberaturan Horisontal ....................................... 131

4.6.2. Pengecekan Ketidakberaturan Vertikal ........................................... 136

4.7. Detailing Elemen Struktur ...................................................................... 144

4.7.1. Perencanaan Pelat Satu Arah ........................................................... 144

4.7.2. Perencanaan Balok Komposit ......................................................... 145

4.7.3. Perencanaan Kolom Profil-X .......................................................... 155

4.7.4. Perencanaan Bracing ....................................................................... 158

4.8. Evaluasi Kinerja Model-1 Dengan Pushover Analysis ........................... 161

4.8.1. Kapasitas Struktur Model-1 ............................................................. 161

4.8.2. Evaluasi Kinerja Struktur Model-1 ................................................. 167

4.8.2.1. Metode ATC-40 .............................................................................. 167

4.8.2.2. Metode FEMA 356 .......................................................................... 172

4.8.2.3. Metode FEMA 440 .......................................................................... 177

4.8.3. Resume Perilaku dan Evaluasi Kinerja Struktur ............................. 178




4.9.2.1. Metode ATC-40 .............................................................................. 183

4.9.2.2. Metode FEMA 356 .......................................................................... 185

4.9.2.3. Metode FEMA 440 .......................................................................... 187

4.9.3. Resume Evaluasi Kinerja Struktur Model-2 .................................... 188




4.10.2.1. Metode ATC-40 .............................................................................. 192

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4.10.2.2. Metode FEMA 356 .......................................................................... 194

4.10.2.3. Metode FEMA 440 .......................................................................... 196

4.10.3. Resume Evaluasi Kinerja Struktur Model-3 .................................... 197

4.11. Rekapitulasi Perilaku dan Kinerja Struktur ............................................. 198

4.12. DED Modifikasi Perencanaan ................................................................. 199

BAB V - KESIMPULAN DAN SARAN ............................................................... 201

5.1. Kesimpulan .............................................................................................. 201

5.2. Saran ........................................................................................................ 201

DAFTAR PUSTAKA ............................................................................................. 203

LAMPIRAN ............................................................................................................ 207

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(Halaman ini sengaja dikosongkan)

xvii

DAFTAR TABEL

Tabel 2.1. Level Kinerja Struktur ............................................................................. 27

Tabel 2.2. Kategori Resiko Bangunan Gedung dan Struktur Lainnya untuk Beban

Gempa ..................................................................................................... 39

Tabel 2.3. Faktor Keutamaan Gempa ....................................................................... 42

Tabel 2.4. Klasifikasi Situs ....................................................................................... 42

Tabel 2.5. Koefisien Situs, Fa untuk Menentukan Ss ............................................... 43

Tabel 2.6. Kategori Lokasi Fv untuk Menentukan Nilai S1 ..................................... 44

Tabel 2.7. Kategori Desain Seismik Berdasarkan parameter Respons Percepatan

Pada Perioda Pendek ............................................................................... 46

Tabel 2.8. Kategori Desain Seismik Berdasarkan Parameter Respons Percepatan

Pada Periode 1,0 Detik ............................................................................ 46

Tabel 2.9. Kategori Desain Gempa (KDG) dan Resiko Kegempaan ....................... 47

Tabel 2.10. Faktor R, Cd, dan Ω0 untuk Sistem Penahan Gaya Gempa .................. 47

Tabel 2.11. Ketidakberaturan Horisontal pada Struktur ........................................... 48

Tabel 2.12. Ketidakberaturan Vertikal pada Struktur ............................................... 50

Tabel 2.13. Faktor Tahanan, ϕ (AISC 2010) ............................................................ 53 Vgfe

Tabel 4.1. Preliminary Design Balok Lantai Dasar (Ground) .................................. 69

Tabel 4.2. Preliminary Design Balok Lantai Mezzanine s/d Lantai 4 ..................... 70

Tabel 4.3. Preliminary Design Balok Lantai 5 s/d Lantai 23 ................................... 70

Tabel 4.4. Preliminary Design Balok Lantai Atap (RL) .......................................... 71

Tabel 4.5. Preliminary Design Balok Lantai LMR .................................................. 71

Tabel 4.6. Preliminary Design Kolom Lantai Basement s/d Lantai Atap (RL) ....... 72

Tabel 4.7. Kategori Risiko Bangunan Gedung Tower Poros Maritim ..................... 74

Tabel 4.8. Faktor Keutamaan Gempa Gedung Tower Poros Maritim ...................... 75

Tabel 4.9. Perhitungan Nilai 𝑵 ................................................................................. 78

Tabel 4.10. Klasifikasi Situs Gedung Tower Poros Maritim .................................... 79

xviii


Pada Perioda Pendek Gedung Tower Poros Maritim ............................................... 81


Pada Perioda 1,0 Detik Gedung Tower Poros Maritim ............................................ 82

Tabel 4.13. Rasio Partisipasi Modal Massa Model-1 .............................................. 97



Tabel 4.16. Koefisien Untuk Batas Atas pada Periode yang Dihitung .................. 100

Tabel 4.17. Nilai Parameter Periode Pendekatan Ct dan x .................................... 100

Tabel 4.18. Gaya Dasar Seismik Arah-X dan Arah-Y ........................................... 102

Tabel 4.19. Base Shear Arah-X dan Arah-Y ......................................................... 103

Tabel 4.20. Penskalaan Gaya Model-1 .................................................................. 103



Tabel 4.23. Gaya Geser Dasar Terhadap Ketinggian Model-1 Arah-X ................. 105

Tabel 4.24. Gaya Geser Dasar Terhadap Ketinggian Model-1 Arah-Y ................. 106





Tabel 4.29. Hasil Pengecekan Story Drift Arah-X dan Arah-Y, Model-1 ............. 115



Tabel 4.32. Hasil Pengecekan P-Delta Arah-X, Model-1 ...................................... 122

Tabel 4.33. Hasil Pengecekan P-Delta Arah-Y, Model-1 ..................................... 123

Tabel 4.34. Hasil Pengecekan P-Delta Arah-X, Model-2 ..................................... 125


Tabel 4.36. Hasil Pengecekan P-Delta Arah-X, Model-3 ..................................... 128


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Tabel 4.38. Hasil Pengecekan Ketidakberaturan Torsi Arah-X ............................. 132

Tabel 4.39. Hasil Pengecekan Ketidakberaturan Torsi Arah-Y ............................. 133

Tabel 4.40. Hasil Pengecekan Ketidakberaturan Horisontal .................................. 134

Tabel 4.41. Hasil Pengecekan Ketidakberaturan Vertikal 1a Arah-X .................... 136

Tabel 4.42. Hasil Pengecekan Ketidakberaturan Vertikal 1a Arah-Y .................... 137

Tabel 4.43. Hasil Pengecekan Ketidakberaturan Vertikal 1b Arah-X .................... 138

Tabel 4.44. Hasil Pengecekan Ketidakberaturan Vertikal 1b Arah-Y .................... 139

Tabel 4.45. Hasil Pengecekan Ketidakberaturan Berat Massa ............................... 140

Tabel 4.46. Hasil Pengecekan Ketidakberaturan 5a dan 5b Arah-X ...................... 141

Tabel 4.47. Hasil Pengecekan Ketidakberaturan 5a dan 5b Arah-Y ...................... 142

Tabel 4.48. Hasil Pengecekan Ketidakberaturan Vertikal ...................................... 143

Tabel 4.49. Perhitungan Properti Elastis Penampang Balok Komposit ................. 148

Tabel 4.50. Perhitungan Properti Elastis Penampang Balok Komposit Pengganti. 150

Tabel 4.51. Rasio Koefisien Rangkak Terhadap Waktu ......................................... 151

Tabel 4.52. Perhitungan Properti Elastis Penampang Saat Rangkak ...................... 152

Tabel 4.53. Output Beban Dorong Arah-X dari SAP2000 Model-1 ...................... 163

Tabel 4.54. Output Beban Dorong Arah-Y dari SAP2000 Model-1 ...................... 166

Tabel 4.55. Structural Behavior Type .................................................................... 168

Tabel 4.56. Output Spektrum Kapasitas Arah-X Model-1 ..................................... 171

Tabel 4.57. Output Spektrum Kapasitas Arah-Y Model-1 ..................................... 171

Tabel 4.58. Output dari Pushover Metode FEMA356 Arah-Y Model-1 ................ 172

Tabel 4.59. Faktor Modifikasi C0 FEMA 356 ........................................................ 174

Tabel 4.60. Faktor Modifikasi C2 FEMA 356 ........................................................ 175

Tabel 4.61. Faktor Modifikasi Cm FEMA 356 ....................................................... 175

Tabel 4.62. Perhitungan Target Perpindahan Arah-X Model-1 .............................. 177

Tabel 4.63. Faktor Modifikasi C1 dan C2 FEMA 440 ............................................ 178

Tabel 4.64. Batasan Level Kinerja Struktur Baja ................................................... 179

Tabel 4.65. Perbandingan Evaluasi Kinerja Struktur Model-1 ............................... 179

Tabel 4.66. Output Beban Dorong Arah-X dari SAP2000 Model-2 ...................... 180

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Tabel 4.67. Output Beban Dorong Arah-Y dari SAP2000 Model-2 ..................... 181

Tabel 4.68. Output Spektrum Kapasitas Arah-X Model-2 .................................... 183

Tabel 4.69. Output Spektrum Kapasitas Arah-Y Model-2 .................................... 184

Tabel 4.70. Perhitungan Target Perpindahan Arah-X Model-2 ............................. 186

Tabel 4.71. Perhitungan Target Perpindahan Arah-Y Model-2 ............................. 187

Tabel 4.72. Perbandingan Evaluasi Kinerja Struktur Model-2 .............................. 188

Tabel 4.73. Output Beban Dorong Arah-X dari SAP2000 Model-3 ..................... 189

Tabel 4.74. Output Beban Dorong Arah-X dari SAP2000 Model-3 ..................... 190

Tabel 4.75. Output Spektrum Kapasitas Arah-X Model-3 .................................... 192

Tabel 4.76. Output Spektrum Kapasitas Arah-Y Model-3 .................................... 193

Tabel 4.77. Perhitungan Target Perpindahan Arah-X Model-3 ............................. 195

Tabel 4.78. Perhitungan Target Perpindahan Arah-Y Model-3 ............................. 196

Tabel 4.79. Perbandingan Evaluasi Kinerja Struktur Model-3 .............................. 197

Tabel 4.80. Perbandingan Ketiga Model Struktur ................................................. 198

xxi

DAFTAR GAMBAR

Gambar 2.1. Deformed Shape Hasil Penelitian Dengan L/H Bervariasi ................... 7

Gambar 2.2. Batas Pergerakan Lempeng ................................................................ 14

Gambar 2.3. Pergerakan Lempeng Bumi ................................................................ 15

Gambar 2.4. Gambaran Struktur Bumi .................................................................... 15

Gambar 2.5. Peta Lempeng Dunia ........................................................................... 16

Gambar 2.6. Ring of Fire ......................................................................................... 17

Gambar 2.7. Jalur Gempa Bumi Dunia ................................................................... 18

Gambar 2.8. Gelombang Seismik ............................................................................ 19

Gambar 2.9. Peta Percepatan Gempa Maksimum Indonesia 1983 .......................... 20

Gambar 2.10. Peta Percepatan Gempa Maksimum di Batuan Dasar (Sb) Indonesia

SNI 03-1726-2002 .............................................................................. 21

Gambar 2.11. Peta Sumber Gempa Indonesia ......................................................... 22

Gambar 2.12. Peta Percepatan Puncak di Batuan Dasar Indonesia 2010 untuk

Probability of Excedence 2% dalam 50 Tahun ................................ 22

Gambar 2.13. Peta Hazard Percepatan Spektra 0,2 Detik di Batuan Dasar Indonesia

2017 untuk Probabilitas Terlampaui 2% dalam 50 Tahun .............. 23

Gambar 2.14. Peta Hazard Percepatan Spektra 1 Detik di Batuan Dasar Indonesia

2017 untuk Probabilitas 2% dalam 50 Tahun .................................. 23

Gambar 2.15. Tipikal Kurva Kapasitas Pada Berbagai Tingkat Kinerja ................. 27

Gambar 2.16. Ilustrasi Perancangan Berbasis Kinerja ............................................ 28

Gambar 2.17. Derajat Keruntuhan (Degree of Damage) ......................................... 30

Gambar 2.18. Kurva Hubungan Gaya dan Perpindahan .......................................... 31

Gambar 2.19. Sendi Plastis Struktur Bangunan ....................................................... 34

Gambar 2.20. Mekanisme keruntuhan Lokal dan Global ........................................ 34

Gambar 2.21. Desain Respon Spektrum .................................................................. 46

Gambar 2.22. Konfigurasi Kolom Profil-H ............................................................. 55

Gambar 2.23. Konfigurasi Kolom Profil-X ............................................................. 56

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Gambar 2.24. Konfigurasi Kolom Profil-T ............................................................. 56

Gambar 2.25. Penampang Balok Komposit ............................................................ 58

Gambar 2.26. Letak Penghubung Geser Pada Balok Komposit ............................. 59 v

Gambar 3.1. Diagram Alir Penelitian ..................................................................... 63

Gambar 4.1. Komponen-Komponen Balok Komposit ............................................ 73

Gambar 4.2. Peta Nilai N-SPT 30m Kota Surabaya ............................................... 75

Gambar 4.3. Peta Seismic Soil Site Class N-SPT30 Values Kota Surabaya .......... 76

Gambar 4.4. Peta Seismic Soil Class Rata-Rata dari Nilai Vs30 dan N-SPT30 Kota

Surabaya ............................................................................................ 76

Gambar 4.5. Nilai N-SPT Bor-Log Hingga Kedalaman 32m ................................. 77

Gambar 4.6. Spektrum Respons Desain .................................................................. 80

Gambar 4.7. Grafik Spektral Percepatan Gedung Tower Poros Maritim ............... 81

Gambar 4.8. Respons Spektrum Surabaya sesuai Peta Gempa 2017 ...................... 84

Gambar 4.9. ASCE 7-16 Wind Load Pattern dalam SAP2000 ............................... 85

Gambar 4.10. Rencana Load Combinations dalam SAP2000 ................................ 88

Gambar 4.11. Denah Struktur Lantai 5-14 SAP2000 ............................................. 90

Gambar 4.12. 3D Top Side Perspective Views Pemodelan Struktur pada SAP2000 -

Model Awal (Model-3) ................................................................... 91

Gambar 4.13. 3D Bottom Side Perspective Views Pemodelan Struktur pada

SAP2000 - Model Awal (Model-3) ................................................ 92

Gambar 4.14. Penambahan Bracing Eksentris di Area Tepi Sudut Bangunan

(Model-1) ........................................................................................ 93

Gambar 4.15. Penambahan Bracing Eksentris di Area Lift (Tengah) Bangunan

(Model-2) ........................................................................................ 94

Gambar 4.16. Model Bangunan Awal Tanpa Bracing (Model-3) .......................... 95

Gambar 4.17. Merubah Jumlah Ragam (Modes) pada Load Case Data - Modal

SAP2000 ......................................................................................... 96

Gambar 4.18. Diagram Gaya Geser Nominal Kumulatif Terhadap Tinggi Bangunan

Model-1 Arah-X ........................................................................... 107

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Model-1 Arah-Y ............................................................................ 107


Model-2 Arah-X ............................................................................ 110


Model-2 Arah-Y ............................................................................ 110


Model-3 Arah-X ............................................................................ 113


Model-3 Arah-Y ............................................................................ 113

Gambar 4.24. Penentuan Simpangan Antar Tingkat ............................................. 114

Gambar 4.25. Diagram Story Drift Arah-X, Model-1 ........................................... 116

Gambar 4.26. Diagram Story Drift Arah-Y, Model-1 ........................................... 116





Gambar 4.31. Diagram P-Delta Arah-X, Model-1 ................................................ 124

Gambar 4.32. Diagram P-Delta Arah-Y, Model-1 ................................................ 124





Gambar 4.37. Skema Pengecekan Ketidakberaturan Torsi ................................... 131

Gambar 4.38. Denah Lantai Mezzanine, Mengalami Ketidakberaturan Tipe 3 .... 135

Gambar 4.39. Detail Pelat Lantai Dengan Dek Baja ............................................. 145

Gambar 4.40. Denah Balok Lantai 3 (H = +15m) – SAP2000 .............................. 146

Gambar 4.41. Diagram V2-M3 Frame 102 Balok WF.600.200.11.17mm ............ 146

Gambar 4.42. Pengaruh Susut Terhadap Lendutan Balok ..................................... 153

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Gambar 4.43. SAP2000 Section Designer – KC 700.300.13.24mm .................... 155

Gambar 4.44. SAP2000 Properti Data – KC 700.300.13.24mm .......................... 156

Gambar 4.45. Push-X Step-2 (Mulai terjadi sendi plastis pada As-4D) dan Step-5

(Mulai terdapat beberapa sendi plastis di bagian link bracing

eksentris) ....................................................................................... 161

Gambar 4.46. Push-X Step-10 pada bagian tengah (As-4) dan bagian tepi atau area

bracing (As-1) ............................................................................... 162

Gambar 4.47. Kurva Kapasitas Arah-X Model-1 ................................................. 164

Gambar 4.48. Push-Y Step-2 dan Step-9 pada As-F ............................................. 165

Gambar 4.49. Kurva Kapasitas Arah-Y Model-1 ................................................. 167

Gambar 4.50. Respons Spektrum Surabaya dengan ASCE 7-16 Code ................ 168

Gambar 4.51. Modifikasi Parameter ATC-40 Capacity Spectrume ..................... 169

Gambar 4.52. Spektrum Kapasitas Arah-X .......................................................... 170

Gambar 4.53. Spektrum Kapasitas Arah-Y .......................................................... 170

Gambar 4.54. Pushover Curve FEMA 356 Arah-Y SAP2000 Model-1 ............... 172

Gambar 4.55. Kurva Biliner Pushover Arah-Y Model-1 ...................................... 173

Gambar 4.56. Kurva Biliner Pushover Arah-X Model-1 ...................................... 176









207

LAMPIRAN

Lampiran 1 – Gambar Desain Awal

Lampiran 2 – Data Bor-Log Lokasi Proyek

Lampiran 3 – Hasil Pemodelan Struktur Dengan SAP2000

Lampiran 4 – DED Modifikasi Perencanaan

Lampiran 5 – Brosur Material

Lampiran-1

Gambar Desain Awal (Existing)

Lampiran-2

Data Bor-Log Lokasi Proyek

Lampiran-3

Hasil Pemodelan Struktur Dengan SAP2000v.20

F F F

1

F

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F

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F

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F

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F

BM

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

KC

700

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.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16K

C 5

00.2

00.1

0.16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 500.200.10.16WF 500.200.10.16WF 500.200.10.16

KC

700

.30

0.13

.24

KC

700

.300

.13.

24

KC

700

.30

0.13

.24

KC

700

.30

0.13

.24

KC

700

.30

0.13

.24

H 4

00.4

00.1

3.21

H 3

00.3

00.1

0.15

WF 500.200.10.16 WF 250.125.6.9

WF 300.150.6,5.9

BS Pipe 10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe

10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 8"

Y

Z

Tugas Akhir Model 1.sdb

SAP2000 20.2.0 Model-1 (Bracing Sudut) Kgf, m, C

D D D

1

D

2

D

3

D

4

D

5

D

BM

WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 500.200.10.16

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

600

.200

.11.

17

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16K

C 5

00.2

00.1

0.16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

500

.200

.10.

16

WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 600.200.11.17

WF 500.200.10.16WF 600.200.11.17WF 500.200.10.16WF 500.200.10.16

WF 450.200.9.14WF 300.150.6,5.9

WF 500.200.10.16WF 500.200.10.16

KC

700

.30

0.13

.24

KC

500

.200

.10.

16

KC

500

.200

.10.

16

KC

700

.300

.13.

24

KC

700

.30

0.13

.24

KC

700

.30

0.13

.24

KC

700

.30

0.13

.24

H 4

00.

400.

13.2

1

H 3

00.3

00.1

0.15

WF 500.200.10.16 WF 250.125.6.9

WF 300.150.6,5.9

WF 600.200.11.17WF 500.200.10.16

WF 600.200.11.17WF 500.200.10.16

WF 600.200.11.17WF 500.200.10.16

WF 600.200.11.17WF 500.200.10.16

WF 600.200.11.17WF 500.200.10.16

BS Pipe 10"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pip

e 10

" BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

8" BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8"

BS Pipe

8"

BS Pipe 8"

BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8"

BS Pipe

8"

BS Pipe 8"

BS Pipe 8"

BS Pipe 10"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pip

e 10

"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pipe 10"

BS Pip

e 10

" BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

10"

BS Pipe 10"

BS Pipe

8" BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8"

BS Pipe

8"

BS Pipe 8"

BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8" BS Pipe 8"

BS Pipe

8"

BS Pipe

8"

BS Pipe 8"

BS Pipe 8"

Y

Z


SAP2000 20.2.0 Model-2 (Bracing Tengah) Kgf, m, C

F F F

1

F

2

F

3

F

4

F

5

F

BM

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

70

0.30

0.13

.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24K

C 7

00.3

00.1

3.24

KC

700

.300

.13.

24

KC

700

.300

.13.

24K

C 7

00.3

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24

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700

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700

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24

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700

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24K

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700

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24

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600

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17

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600

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17

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600

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600

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500

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500

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500

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500

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500

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500

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16K

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500

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16

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500

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16

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500

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500

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WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

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WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

WF 500.200.10.16WF 450.200.9.14WF 450.200.9.14WF 500.200.10.16

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KC

700

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0.13

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700

.300

.13.

24

KC

700

.30

0.13

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KC

700

.30

0.13

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KC

700

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0.13

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00.4

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3.21

H 3

00.3

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0.15

WF 500.200.10.16 WF 250.125.6.9

WF 300.150.6,5.9

Y

Z


SAP2000 20.2.0 Model-3 (Tanpa Bracing) Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17

WF 600.200.11.17

WF

500

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F 5

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500

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16

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500

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16

WF

500

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16

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500

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16

WF

500

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16

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500

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16

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500

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16

WF 250.125.6.9

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450

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200

.100

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200

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200

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250

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250

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200

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WF 500.200.10.16

WF

300

.150

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.9

WF

500

.200

.10.

16

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WF 450.200.9.14 WF 450.200.9.14

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200

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200

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200

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200

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250

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200

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WF 200.100.5,5.8

WF

200

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250

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WF 200.100.5,5.8WF 200.100.5,5.8

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250

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WF 400.200.8.13 WF 400.200.8.13

WF 350.175.7.11 WF 350.175.7.11

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WF 250.125.6.9

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500

.200

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16

WF

500

.200

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16W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16

WF 400.200.8.13 WF 400.200.8.13

WF 400.200.8.13 WF 400.200.8.13

WF 250.125.6.9

WF

500

.200

.10.

16

WF

500

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16

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9 WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 250.125.6.9

WF 250.125.6.9WF 250.125.6.9

WF 250.125.6.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF

500

.200

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16

WF

500

.200

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16

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250

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250

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250

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250

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250

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250

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WF

250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

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16

WF

500

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16

WF

500

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16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF

500

.200

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WF

500

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20

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0.5,

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20

0.10

0.5,

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16

WF

500

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16

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WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

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20

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0.5,

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20

0.10

0.5,

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20

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500

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16

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500

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16

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WF 350.175.7.11WF 350.175.7.11

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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250

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WF

250

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WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

350

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350

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200

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200

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500

.200

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16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

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16

WF

500

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16

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF

350

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WF

350

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WF

350

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WF

350

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350

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WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11

WF 400.200.8.13

WF 350.175.7.11

WF

350

.175

.7.1

1

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500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

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300

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300

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300

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250

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600

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6.9

WF

25

0.12

5.6.

9W

F 2

50.

125.

6.9

WF

250

.125

.6.9

WF

25

0.12

5.6.

9

WF

25

0.12

5.6.

9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.12

5.6.

9W

F 2

50.1

25.

6.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF

50

0.20

0.10

.16

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 600.200.11.17

WF 600.200.11.17

WF

500

.200

.10.

16W

F 6

00.2

00.1

1.17

WF

600

.200

.11.

17W

F 5

00.2

00.1

0.16

WF 600.200.11.17

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lt. Ground Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17

WF 600.200.11.17

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 500.200.10.16WF 500.200.10.16

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 400.200.8.13 WF 400.200.8.13

WF 400.200.8.13 WF 400.200.8.13

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

400

.200

.8.1

3

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

400

.200

.8.1

3

WF 350.175.7.11

WF

400

.200

.8.1

3

WF 350.175.7.11

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

400

.20

0.8.

13

WF

250

.125

.6.9

WF

250

.125

.6.9WF 350.175.7.11 WF 350.175.7.11

WF

300

.150

.6,5

.9

WF

30

0.15

0.6,

5.9

WF

30

0.15

0.6,

5.9

WF

30

0.15

0.6,

5.9

WF 300.150.6,5.9

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF 200.100.5,5.8

WF

20

0.10

0.5,

5.8

WF 200.100.5,5.8

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

30

0.15

0.6,

5.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

30

0.15

0.6,

5.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

30

0.15

0.6,

5.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

30

0.15

0.6,

5.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF 200.100.5,5.8

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF

350

.175

.7.1

1

WF 200.100.5,5.8WF 200.100.5,5.8

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 600.200.11.17

WF 600.200.11.17

WF 600.200.11.17

WF

500

.200

.10.

16W

F 6

00.2

00.1

1.17

WF

600

.20

0.11

.17

WF

500

.200

.10.

16

WF

300

.150

.6,5

.9WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lt. Mezzanine Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.300.12.20

WF 600.200.11.17 WF 600.300.12.20

WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

350

.175

.7.1

1

WF 300.150.6,5.9

WF

350

.175

.7.1

1

WF 350.175.7.11

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 400.200.8.13 WF 400.200.8.13

WF 400.200.8.13 WF 400.200.8.13

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 400.200.8.13 WF 400.200.8.13

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

400

.200

.8.1

3

WF 350.175.7.11

WF

400

.200

.8.1

3

WF 350.175.7.11 WF

500

.200

.10.

16W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11

WF 350.175.7.11

WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

350

.175

.7.1

1

WF 250.125.6.9WF 250.125.6.9

WF 250.125.6.9WF 250.125.6.9 WF 200.100.5,5.8

WF

250

.125

.6.9

WF 600.200.11.17

WF 600.200.11.17

WF 600.200.11.17

WF

500

.200

.10.

16W

F 6

00.2

00.1

1.17

WF

600

.20

0.11

.17

WF

500

.200

.10.

16

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lantai 02 Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.300.12.20 WF 600.300.12.20

WF 600.200.11.17 WF 600.300.12.20

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 600.300.12.20

WF 600.200.11.17

WF

500

.200

.10.

16W

F 6

00.2

00.1

1.17

WF

600

.200

.11.

17W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 400.200.8.13 WF 400.200.8.13

WF 400.200.8.13 WF 400.200.8.13

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

500

.200

.10.

16W

F 5

00.2

00.1

0.16

WF 400.200.8.13 WF 400.200.8.13

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

400

.200

.8.1

3

WF 350.175.7.11

WF

400

.200

.8.1

3

WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9W

F 4

50.2

00.9

.14

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11W

F 2

50.1

25.6

.9W

F 2

50.1

25.6

.9W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11 WF 350.175.7.11 WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9 WF 350.175.7.11 WF 350.175.7.11 WF 300.150.6,5.9

WF 300.150.6,5.9 WF 350.175.7.11 WF 350.175.7.11 WF 300.150.6,5.9W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

Tugas Akhir.sdb


A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.300.12.20 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 600.300.12.20

WF 600.200.11.17

WF 600.200.11.17

WF

500

.200

.10.

16W

F 6

00.2

00.1

1.17

WF

600

.200

.11.

17W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

450

.20

0.9.

14

WF

450

.20

0.9.

14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 350.175.7.11WF 300.150.6,5.9

WF 300.150.6,5.9

WF 350.175.7.11

WF 300.150.6,5.9 WF 350.175.7.11W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

Tugas Akhir.sdb


A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF 300.150.6,5.9

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lantai 05-14 Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF

450

.20

0.9.

14W

F 4

50.2

00.

9.14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF

20

0.10

0.5,

5.8

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lantai 15-22 Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

600

.200

.11.

17

WF

600

.200

.11.

17

WF

500

.200

.10.

16

WF 250.125.6.9

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

50.1

25.6

.9

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF 400.200.8.13

WF 500.200.10.16

WF

300

.150

.6,5

.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 200.100.5,5.8

WF

200

.100

.5,5

.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9W

F 2

00.1

00.5

,5.8

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 500.200.10.16

WF

450

.200

.9.1

4

WF

450

.200

.9.1

4W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16 WF 350.175.7.11 WF 350.175.7.11

WF 500.200.10.16 WF 350.175.7.11WF 350.175.7.11

WF

300

.150

.6,5

.9W

F 3

00.1

50.6

,5.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9W

F 3

00.1

50.6

,5.9

WF

300

.150

.6,5

.9

WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9

WF

300

.150

.6,5

.9WF

300

.150

.6,5

.9W

F 3

00.

150.

6,5

.9

WF

300

.150

.6,5

.9W

F 3

00.1

50.6

,5.9W

F 3

00.1

50.6

,5.9

WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9WF 250.125.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8 WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

450

.20

0.9.

14

WF

450

.200

.9.1

4

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

250

.125

.6.9

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11

WF 350.175.7.11 WF 350.175.7.11WF 350.175.7.11WF 350.175.7.11

WF 350.175.7.11WF 350.175.7.11 WF 350.175.7.11 WF 350.175.7.11W

F 2

00.

100.

5,5.

8W

F 2

00.

100.

5,5.

8W

F 2

00.

100.

5,5.

8W

F 2

00.

100.

5,5

.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

Tugas Akhir.sdb


A B C D E F

12

34

5B

M

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

500

.200

.10.

16

WF

500

.200

.10.

16W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16W

F 6

00.

200.

11.1

7W

F 5

00.2

00.1

0.16

WF 600.200.11.17 WF 600.200.11.17 WF 600.200.11.17

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9 WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9W

F 5

00.2

00.1

0.16

WF

500

.200

.10.

16

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9

WF 600.200.11.17

WF 250.125.6.9

WF

450

.20

0.9.

14

WF 250.125.6.9

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

250

.125

.6.9

WF

250

.125

.6.9

WF

20

0.10

0.5,

5.8

WF

250

.125

.6.9

WF 200.100.5,5.8

WF

250

.125

.6.9

WF

20

0.10

0.5,

5.8

WF 400.200.8.13

WF 500.200.10.16

WF

30

0.15

0.6,

5.9

WF

500

.200

.10.

16

WF 450.200.9.14 WF 450.200.9.14

WF 450.200.9.14 WF 450.200.9.14

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

250

.125

.6.9

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF 250.125.6.9

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

20

0.10

0.5,

5.8

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF

350

.175

.7.1

1

WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8WF 200.100.5,5.8

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lantai LR Kgf, m, C

A B C D E F

12

34

5B

M

WF 600.200.11.17

WF 600.200.11.17

WF

450

.200

.9.1

4W

F 4

50.2

00.9

.14

WF

450

.200

.9.1

4

WF 250.125.6.9

WF

450

.200

.9.1

4

WF

200

.100

.5,5

.8

WF

300

.150

.6,5

.9

WF

450

.200

.9.1

4

WF 300.150.6,5.9

WF

200

.100

.5,5

.8

WF 300.150.6,5.9

WF

450

.200

.9.1

4

WF 300.150.6,5.9WF 300.150.6,5.9

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

200

.100

.5,5

.8

WF

300

.150

.6,5

.9

WF 350.175.7.11

WF 300.150.6,5.9

WF

300

.150

.6,5

.9

WF 200.100.5,5.8WF 200.100.5,5.8

WF

250

.125

.6.9

WF

200

.100

.5,5

.8

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 350.175.7.11

WF

250

.125

.6.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8

WF 350.175.7.11

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF 300.150.6,5.9WF 300.150.6,5.9WF 300.150.6,5.9

WF

200

.100

.5,5

.8W

F 2

00.1

00.5

,5.8

WF

200

.100

.5,5

.8

Tugas Akhir.sdb

SAP2000 20.2.0 Denah Lantai LMR Kgf, m, C

Lampiran-4

DED Modifikasi Perencanaan

B1 B1 B1

B1

B1

B1 B1

B1 B1 B1

B2B2

B2B2

B3B2

B2B2

B2

B3B1B2B1

B2

B3 B3

B3 B3

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8

KC 1KC 2KC 3KC 4KC 5

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7

DENAH STRUKTUR LANTAI MEZZANINE

U

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.3

KC.3

KC.3

KC.3

KC.3

KC.3

B3

B3

B3

B3

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7 B7B7B7

B5 B5

B4 B4

B4 B4

B4 B4

B3 B3

B3B3

B6 B6 B6

B6 B6 B6

B1

B6 B6 B6

B5 B5

B7 B7B4 B4

AutoCAD SHX Text

Kode

AutoCAD SHX Text

Dimensi

AutoCAD SHX Text

WF.500.200.10.16

AutoCAD SHX Text

(mm)

AutoCAD SHX Text

WF.450.200.9.14

AutoCAD SHX Text

WF.600.200.11.17

AutoCAD SHX Text

WF.700.300.12.20

AutoCAD SHX Text

WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

AutoCAD SHX Text

H.400.400.13.21

AutoCAD SHX Text

H.300.300.10.15

AutoCAD SHX Text

02

AutoCAD SHX Text

DIGAMBAR OLEH

AutoCAD SHX Text

TUGAS AKHIR

AutoCAD SHX Text

LOKASI

AutoCAD SHX Text

KETERANGAN

AutoCAD SHX Text

JUDUL GAMBAR

AutoCAD SHX Text

SKALA

AutoCAD SHX Text

KODE GAMBAR

AutoCAD SHX Text

STR

AutoCAD SHX Text

JUMLAH LEMBAR

AutoCAD SHX Text

NOMOR LEMBAR

AutoCAD SHX Text

JL. PERAK TIMUR NO.478 SURABAYA

AutoCAD SHX Text

--

AutoCAD SHX Text

RUDI SANJAYA 1431600085

AutoCAD SHX Text

NAMA PEKERJAAN

AutoCAD SHX Text

UNIVERSITAS 17 AGUSTUS 1945 SURABAYA

AutoCAD SHX Text

DENAH LT. MEZZANINE

AutoCAD SHX Text

1 : 400

AutoCAD SHX Text

SKALA 1 : 400

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

1

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

B1

B2

B1 B1

B1a B1 B1

B1

B1 B1a

B1 B1 B1a

B2B2 B2 B2 B2 B2B2 B3B2

B2B2B2B2

B3B2

B2B3B3

B2

B3

B1B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7

DENAH STRUKTUR LANTAI 02

U

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.3

KC.3

KC.3

KC.3

KC.3

KC.3

B3

B3

B3

B3

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7 B7B7B7

B5 B5

B4 B4

B4 B4

B4 B4

B3 B3

B2B2

B6 B6 B6

B6 B6 B6

B6 B6 B6

B2

B5B5

B5B5

B5B5

B5B5

B5B5

B5B5B7 B7

B7B7

B7 B7

B7B7

B7 B7

B7B7

B7 B7

B7B7

B5B5

B5B5

B5B5

B7 B7

B7B7

B7 B7

B7B7

B2

B1a

B1a

B5

B7

B7

B7

B7

B7

B7

B7

B7

B5

B5 B5

B5 B5

B5 B5 B5B6

B7

B7B7

B7B7

B6

B5

AutoCAD SHX Text

Kode

AutoCAD SHX Text

Dimensi

AutoCAD SHX Text

WF.500.200.10.16

AutoCAD SHX Text

(mm)

AutoCAD SHX Text

WF.450.200.9.14

AutoCAD SHX Text

WF.600.200.11.17

AutoCAD SHX Text

WF.700.300.12.20

AutoCAD SHX Text

WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

AutoCAD SHX Text

H.400.400.13.21

AutoCAD SHX Text

H.300.300.10.15

AutoCAD SHX Text

03

AutoCAD SHX Text

DIGAMBAR OLEH

AutoCAD SHX Text

TUGAS AKHIR

AutoCAD SHX Text

LOKASI

AutoCAD SHX Text

KETERANGAN

AutoCAD SHX Text

JUDUL GAMBAR

AutoCAD SHX Text

SKALA

AutoCAD SHX Text

KODE GAMBAR

AutoCAD SHX Text

STR

AutoCAD SHX Text

JUMLAH LEMBAR

AutoCAD SHX Text

NOMOR LEMBAR

AutoCAD SHX Text


AutoCAD SHX Text

--

AutoCAD SHX Text


AutoCAD SHX Text

NAMA PEKERJAAN

AutoCAD SHX Text


AutoCAD SHX Text

DENAH LANTAI 02

AutoCAD SHX Text

1 : 400

AutoCAD SHX Text

SKALA 1 : 400

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

1

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

B1

B2

B1 B1

B1a B1 B1

B1a B1 B1

B1a B1 B1

B1 B1 B1

B2B2 B2 B2 B2 B2B2 B3B2

B2B2B2B2B2B2B2B2B2

B3B3B3B2

B2B3B3B3

B2

B3B3B3B1B3B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7


U

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

B6

B6

B6

B6

B6

B6

B7

B7

B7

B7

B6

B6

B6B7

B7

B5

B5

KC.3

KC.3

KC.3

KC.3

KC.3

KC.3

B3

B3

B3

B3

B5

B7

B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B7 B7B7B7

B5 B5

B5 B5

B5 B5

B7B8B8B8B8B8B8

B7B7B7

B7 B7B7B7

B5 B5

B4 B4

B4 B4

B4 B4

B3 B3

B3 B3

AutoCAD SHX Text

Kode

AutoCAD SHX Text

Dimensi

AutoCAD SHX Text

WF.500.200.10.16

AutoCAD SHX Text

(mm)

AutoCAD SHX Text

WF.450.200.9.14

AutoCAD SHX Text

WF.600.200.11.17

AutoCAD SHX Text

WF.700.300.12.20

AutoCAD SHX Text

WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

AutoCAD SHX Text

H.400.400.13.21

AutoCAD SHX Text

H.300.300.10.15

AutoCAD SHX Text

04

AutoCAD SHX Text

DIGAMBAR OLEH

AutoCAD SHX Text

TUGAS AKHIR

AutoCAD SHX Text

LOKASI

AutoCAD SHX Text

KETERANGAN

AutoCAD SHX Text

JUDUL GAMBAR

AutoCAD SHX Text

SKALA

AutoCAD SHX Text

KODE GAMBAR

AutoCAD SHX Text

STR

AutoCAD SHX Text

JUMLAH LEMBAR

AutoCAD SHX Text

NOMOR LEMBAR

AutoCAD SHX Text


AutoCAD SHX Text

--

AutoCAD SHX Text


AutoCAD SHX Text

NAMA PEKERJAAN

AutoCAD SHX Text


AutoCAD SHX Text

DENAH LANTAI 03

AutoCAD SHX Text

1 : 400

AutoCAD SHX Text

SKALA 1 : 400

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

1

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

B1

B2

B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B2B2 B2 B2 B2 B2B2 B3B2

B2B2B2B2B2B2B2B2B2

B3B3B3B2

B2B3B3B3B2

B3B3B3B1B3B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7


U

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

B6

B6

B6

B6

B6

B6

B7

B7

B7

B7

B6

B6

B6B7

B7

B5

B5

B5B7

KC.3

KC.3

KC.3

KC.3

KC.3

KC.3

B3

B3

B3

B3 B5B5

B5 B5

B5B5

B5 B5

B5B5

AutoCAD SHX Text

Kode

AutoCAD SHX Text

Dimensi

AutoCAD SHX Text

WF.500.200.10.16

AutoCAD SHX Text

(mm)

AutoCAD SHX Text

WF.450.200.9.14

AutoCAD SHX Text

WF.600.200.11.17

AutoCAD SHX Text

WF.700.300.12.20

AutoCAD SHX Text

WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

AutoCAD SHX Text

H.400.400.13.21

AutoCAD SHX Text

H.300.300.10.15

AutoCAD SHX Text

05

AutoCAD SHX Text

DIGAMBAR OLEH

AutoCAD SHX Text

TUGAS AKHIR

AutoCAD SHX Text

LOKASI

AutoCAD SHX Text

KETERANGAN

AutoCAD SHX Text

JUDUL GAMBAR

AutoCAD SHX Text

SKALA

AutoCAD SHX Text

KODE GAMBAR

AutoCAD SHX Text

STR

AutoCAD SHX Text

JUMLAH LEMBAR

AutoCAD SHX Text

NOMOR LEMBAR

AutoCAD SHX Text


AutoCAD SHX Text

--

AutoCAD SHX Text


AutoCAD SHX Text

NAMA PEKERJAAN

AutoCAD SHX Text


AutoCAD SHX Text

DENAH LANTAI 04

AutoCAD SHX Text

1 : 400

AutoCAD SHX Text

SKALA 1 : 400

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

1

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

D

AutoCAD SHX Text

E

AutoCAD SHX Text

F

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

AutoCAD SHX Text

1

AutoCAD SHX Text

2

AutoCAD SHX Text

3

AutoCAD SHX Text

4

AutoCAD SHX Text

5

B1

B2

B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B2B2 B2 B2 B2 B2B2 B3B2

B2B2B2B2B2B2B2B2B2B2

B3B3B3B2

B2B3B3B3B2

B3B3B3B1B3B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7

DENAH STRUKTUR LANTAI 05-14

U

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

KC.1KC.1KC.1KC.1

B6B8

B6B8

B6B8

B6B8

B8

B6B8

B6B8

AutoCAD SHX Text

Kode

AutoCAD SHX Text

Dimensi

AutoCAD SHX Text

WF.500.200.10.16

AutoCAD SHX Text

(mm)

AutoCAD SHX Text

WF.450.200.9.14

AutoCAD SHX Text

WF.600.200.11.17

AutoCAD SHX Text

WF.700.300.12.20

AutoCAD SHX Text

WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

AutoCAD SHX Text

H.400.400.13.21

AutoCAD SHX Text

H.300.300.10.15

AutoCAD SHX Text

06

AutoCAD SHX Text

DIGAMBAR OLEH

AutoCAD SHX Text

TUGAS AKHIR

AutoCAD SHX Text

LOKASI

AutoCAD SHX Text

KETERANGAN

AutoCAD SHX Text

JUDUL GAMBAR

AutoCAD SHX Text

SKALA

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KODE GAMBAR

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STR

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JUMLAH LEMBAR

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NOMOR LEMBAR

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--

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NAMA PEKERJAAN

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DENAH LANTAI 05-14

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1 : 400

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SKALA 1 : 400

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A

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B

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C

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D

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E

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F

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B1

B2

B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B2B2 B2 B2 B2 B2B2 B3B2


B3B3B3B2

B2B3B3B3B2

B3B3B3B1B3B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8 B8 B8

B8B8

B8 B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7

DENAH STRUKTUR LANTAI 15-23

U

KC.2KC.2KC.2KC.2

KC.2KC.2KC.2KC.2

KC.2KC.2KC.2KC.2

KC.2KC.2KC.2KC.2

KC.2KC.2KC.2KC.2

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Kode

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Dimensi

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WF.500.200.10.16

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(mm)

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WF.450.200.9.14

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WF.600.200.11.17

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WF.700.300.12.20

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WF.400.200.8.13

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WF.350.175.7.11

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WF.300.150.6,5.9

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WF.250.125.6.9

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WF.200.100.5,5.8

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KC.700.300.13.24

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KC.600.200.11.17

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KC.500.200.10.16

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H.400.400.13.21

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H.300.300.10.15

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07

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DIGAMBAR OLEH

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TUGAS AKHIR

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LOKASI

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KETERANGAN

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JUDUL GAMBAR

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SKALA

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KODE GAMBAR

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STR

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JUMLAH LEMBAR

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NOMOR LEMBAR

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--

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NAMA PEKERJAAN

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DENAH LANTAI 15-22

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1 : 400

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SKALA 1 : 400

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B

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C

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E

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F

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B1

B2

B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B1 B1 B1

B2B2 B2 B2 B2 B2B2 B3B2


B3B3B3B2

B2B3B3B3B2

B3B3B3B1B3B3B3B1

B2

B3 B3

B3 B3

B6

TABEL KOLOM & BALOK

B 2

B 4B 3

B 1

B 5B 6

B 1a

B4

B 7B 8


B6 B6 B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6 B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B6 B6 B6

B8 B8 B8B8

B8B8B8

B8 B8

B8B8

B6

B8

B8 B8

B8 B8

B8

B7

B7 B8

B7B7B7 B4

B7B7

DENAH STRUKTUR LANTAI RL

U

KC.3KC.3KC.3KC.3

KC.3KC.3KC.3KC.3

KC.3KC.3KC.3KC.3

KC.3KC.3KC.3KC.3

KC.3KC.3KC.3KC.3

B7 B7 B7B8

B7 B7 B7B8B8

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08

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DIGAMBAR OLEH

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TUGAS AKHIR

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LOKASI

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KETERANGAN

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JUDUL GAMBAR

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SKALA

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KODE GAMBAR

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STR

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JUMLAH LEMBAR

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NOMOR LEMBAR

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--

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NAMA PEKERJAAN

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DENAH LANTAI RL

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1 : 400

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Kode

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Dimensi

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WF.500.200.10.16

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(mm)

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WF.450.200.9.14

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WF.600.200.11.17

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WF.700.300.12.20

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WF.400.200.8.13

AutoCAD SHX Text

WF.350.175.7.11

AutoCAD SHX Text

WF.300.150.6,5.9

AutoCAD SHX Text

WF.250.125.6.9

AutoCAD SHX Text

WF.200.100.5,5.8

AutoCAD SHX Text

KC.700.300.13.24

AutoCAD SHX Text

KC.600.200.11.17

AutoCAD SHX Text

KC.500.200.10.16

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H.400.400.13.21

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H.300.300.10.15

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SKALA 1 : 400

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Lampiran-5

Brosur Material

Our pre-fabricated rebar mesh is made of high quality steel bar produced from our own quality steel and are welded together to form a pre-made mesh section. With different sizes, the pre-made section is leveled and flat with sturdy structure. De-pending on the size, our mesh section can be used for road construction, fences, racks, concrete walls and floors for factory and commercial buildings. It has been rust-proofed to stand against weather elements. Our mesh section can be supplied in rolls or panels.

Standard & Specification : JIS G 3551Available Size : Diameter; 4.8mm - 10.2mm Dimension; 5.4mtr x 2.1mtrAnnual Capacity : 120.000 MT/Year

Wire Mesh

Refer to JIS G3551 - WFR

Diameter

Weight/Unit Length

Tensile Strength

Yeild Strength

mm

gr/m

N/mm2

N/mm2

%

6.80 - 7.20

285 - 319

min 490

min 400

min 8

7.80 - 8.20

375 - 415

min 490

min 400

min 8

8.80 - 9.20

477 - 522

min 490

min 400

min 8

9.80 - 10.20

592 - 641

min 490

min 400

min 8

4.80 - 5.20

142 - 167

min 490

min 400

min 8

5.80 - 6.20

207 - 237

min 490

min 400

min 8

A. Material / Ribs Wire

B. Product / Wire Mesh

UnitsWMS

5WMG

5WMS

6WMG

6WMS

7WMS

8WMS

9WMS

10No.

1.

2.

3.

4.

5.

Type

Number of Line Wire

Number of Cross Wire

Pitch (Length x Width)

Dimension (Length x Width)

Packaging

unit

pcs

pcs

mm

M

units/pcg

sheet

15

36

5.4 x 2.1

25

sheet

15

36

5.4 x 2.1

25

sheet

15

36

150 x 150

5.4 x 2.1

20

sheet

15

36

150 x 150

5.4 x 2.1

20

sheet

15

36

150 x 150

5.4 x 2.1

15

sheet

15

36

150 x 150

5.4 x 2.1

15

roll

15

360

5.4 x 2.1

1

roll

15

360

5.4 x 2.1

1

1.

2.

3.

4.

5.

6.

150 x 150 150 x 150

An additional downstream product under our range is the anchor bolt. These anchor bolt are usually used and embedded in concrete and used to support structural steel columns, light poles, highway sign structures, bridge rail, equipment, and many other applications. Our Anchor bolt comes with 16mm, 19mm and 22mm.

Standard & Specification : JIS G 3112, JIS G 3191Available Size : Ø 12mm - Ø 25mmAnnual Capacity : 120.000 MT/Year

Anchor Bolt

DIMENSION PROPERTIES

Part Number Nut

mm

BarDiameter

(D)

mm

A

mm

C

mm

Radius(r)

mm

Total Length

mm

EmbedmentLength (Ld)

mm

TreadLength

(B)

STD-00-IAB016

STD-00-IAB019

STD-00-IAB022

16

19

22

560

675

755

100

125

125

100

120

130

25

25

50

460

550

630

630

765

840

M-16

M-20

M-22

Tolerances :

- Diameter (D) = ± 0.5

- A = ± 5

- B = ± 2

- C = ± 2

Documents

DAFTAR ISI - repository.untag-sby.ac.idrepository.untag-sby.ac.id/4593/7/7. LAMPIRAN.pdf · xi daftar isi lembar pengesahan tugas akhir.....i surat pernyataan..... iii