TUGAS PBTS PRINT.pdf

TUGAS UAS PBTSSoftware licensed to compaq

Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

1

TUGAS UAS PBTS

10.21.025 05-Jul-15

06-Jul-2015 02:14RENGGA E. SARVIAN M.std

Print Time/Date: 06/07/2015 03:12 Print Run 1 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

Job InformationEngineer Checked Approved

Name: 10.21.025Date: 05-Jul-15

Structure Type SPACE FRAME

Number of Nodes 192 Highest Node 192Number of Elements 390 Highest Beam 390

Number of Basic Load Cases 5Number of Combination Load Cases 12

Included in this printout are data for:All The Whole Structure

Included in this printout are results for load cases:Type L/C Name

Primary 1 BEBAN MATIPrimary 2 BEBAN HIDUPPrimary 3 BEBAN GEMPA XPrimary 4 BEBAN GEMPA ZPrimary 5 SELFWEIGHT

Combination 6 KOMB 1Combination 7 KOMB 2Combination 8 KOMB 3Combination 9 KOMB 4Combination 10 KOMB 5Combination 11 KOMB 6Combination 12 KOMB 7Combination 13 KOMB 8Combination 14 KOMB 9Combination 15 KOMB 10Combination 16 KOMB 11Combination 17 KOMB 12


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2

TUGAS UAS PBTS

10.21.025 05-Jul-15



121127

7985

163133

122128

91

807

169

8613

139

16449 134

123

97

129

175

92

81

19

8

145

170

87

55

14

140

165

103

50 135

124

181

9825

151

130

176

93

82

61

20

9

146

171

109

88

56

15

141

187

166

104

51

31

157

136

1251

182

99

67

26

152

1313

177

115

94

83

62

10

21

147

172

110

89

57

37

16

142

188

167

105

73

52

32

158

137

126

5

2

183

100

68

27

153

1324

178

116

95

84

63

43

22

11

148

173

111

90

58

38

17

143

189

168

106

74

53

33

159

1386

184

101

69

28

154

179

117

96

64

44

12

23

149

174

112

59

39

18

144

190

107

75

54

34

160

185

102

70

29

155

180

118

65

45

24

150

113

60

40

191

108

76

35

161

18671

30

156

119

66

46

11441

19277

36

162

72

12047

42

7848

Load 6X

Y

Z

NOMOR JOINT

270234

281

168

336

276

179

240

292

366

107 174271

342

287138

190

11235

246

282

303

169

371

185 337

348

277

298

22

77

144

180

201

241

252

293

17

314

367

108

113

376

175

196

272

343

354

288

309

33

83

139

150

191

212

12236

247

258

283

304

28

170

325

372118

381

186 338

207 349

360

278

299

23

320

44

78

89

145

181

156

202

223

242

253

264

294

18

315

39

368

109

114

377123

176

386

197

273

344

218 355

289

310

34

331

55

84

95

140

151

192

162

213

13 237

248

259

284

305

29

171

326

50

373119

382128

187 339

208 350

229 361

2797

300

24

321

45

79

66

90

101

146

182

157

203

1

224

243

254

265

295

19

316

40

369

110

61

115

378124

177

387133

198

274

345

219 356

290

4

9

311

35

332

56

85

96

141

152

193

163

214

14 238

249

260

285

3

306

30

172

327

51

374

72

120

383129

188 340

209 351

230 362

2808

301

25

322

46

80

67

91

102

147

183

158

204

2

225

244

255

266

296

20

6

317

41

370

111

62

116

379125

178

388134

199

275

346

220 357

291

5

10

312

36

333

57

86

97

142

153

194

164

215

15239

250

261

286

307

31

173

328

52

375

73

121

384130

189 341

210 352

231 363

302

26

323

47

81

68

92

103

148

184

159

205

226

245

256

267

297

21

318

42

112

63

117

380126

389135

200 347

221 358

313

37

334

58

87

98

143

154

195

165

216

16

251

262

308

32

329

53

74

122

385131

211 353

232 364

27

324

48

82

69

93

104

149

160

206

227

257

268

319

43

64

127

390136

222 359

38

335

59

88

99

155

166

217

263

330

54

75

132

233 365

49

70

94

105

161

228

269

65

137

60

100

16776

71

106

Load 6X

Y

Z

NOMOR BATANG


Job Title

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File Date/Time

3

TUGAS UAS PBTS

10.21.025 05-Jul-15



DisplacementLoad 1 :X

YZ

Whole Structure Displacements 90mm:1m 1 BEBAN MATI

DisplacementLoad 1 :X

YZ

Whole Structure Displacements 90mm:1m 1 BEBAN MATI


Job Title

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Job No Sheet No Rev

Part

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By Date Chd

File Date/Time

4

TUGAS UAS PBTS

10.21.025 05-Jul-15



Shear YLoad 1 :X

YZ

Whole Structure Fy 100kN:1m 1 BEBAN MATI


Job Title

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5

TUGAS UAS PBTS

10.21.025 05-Jul-15



Shear ZLoad 1 :XY

Z

Whole Structure Fz 10kN:1m 1 BEBAN MATI


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TUGAS UAS PBTS

10.21.025 05-Jul-15



Beam End ForcesSign convention is as the action of the joint on the beam.

Axial Shear Torsion BendingBeam Node L/C Fx

(kN)Fy

(kN)Fz

(kN)Mx

(kNm)My

(kNm)Mz

(kNm)1 1 1:BEBAN MATI 50.825 1.916 4.517 -0.051 -1.821 13.197

2:BEBAN HIDUP 71.067 -5.798 4.513 -0.034 -1.811 10.2063:BEBAN GEMPA X-152.283 119.416 3.592 -3.950 -8.419 355.0404:BEBAN GEMPA Z-32.274 30.407 11.512 -10.078 -27.625 97.7215:SELFWEIGHT 79.958 -3.347 3.914 -0.014 -1.301 0.6306:KOMB 1 183.097 -2.004 11.803 -0.092 -4.370 19.3587:KOMB 2 270.647 -10.995 17.338 -0.133 -6.643 32.9238:KOMB 3 228.007 -7.516 14.630 -0.112 -5.556 26.7999:KOMB 4 117.705 -1.288 7.588 -0.059 -2.809 12.44510:KOMB 5 75.724 111.900 18.222 -4.062 -13.976 381.83911:KOMB 6 380.290 -126.932 11.038 3.838 2.863 -328.24112:KOMB 7 195.733 22.891 26.142 -10.190 -33.181 124.52013:KOMB 8 260.280 -37.923 3.118 9.965 22.068 -70.92214:KOMB 9 -34.578 118.128 11.180 -4.009 -11.229 367.48415:KOMB 10 269.988 -120.704 3.995 3.891 5.610 -342.59516:KOMB 11 13.469 32.131 15.578 -10.124 -29.263 109.59817:KOMB 12 78.016 -28.683 -7.447 10.031 25.986 -85.844

3 1:BEBAN MATI -50.825 -1.916 -4.517 0.051 -4.955 -10.3232:BEBAN HIDUP -71.067 5.798 -4.513 0.034 -4.959 -18.9043:BEBAN GEMPA X 152.283 -119.416 -3.592 3.950 3.031 -175.9154:BEBAN GEMPA Z 32.274 -30.407 -11.512 10.078 10.356 -52.1115:SELFWEIGHT -67.235 3.347 -3.914 0.014 -4.570 -5.6516:KOMB 1 -165.284 2.004 -11.803 0.092 -13.334 -22.3647:KOMB 2 -255.379 10.995 -17.338 0.133 -19.364 -49.4158:KOMB 3 -212.739 7.516 -14.630 0.112 -16.389 -38.0739:KOMB 4 -106.254 1.288 -7.588 0.059 -8.572 -14.37710:KOMB 5 -60.456 -111.900 -18.222 4.062 -13.358 -213.98811:KOMB 6 -365.022 126.932 -11.038 -3.838 -19.420 137.84212:KOMB 7 -180.465 -22.891 -26.142 10.190 -6.033 -90.18413:KOMB 8 -245.013 37.923 -3.118 -9.965 -26.745 14.03814:KOMB 9 46.028 -118.128 -11.180 4.009 -5.541 -190.29215:KOMB 10 -258.537 120.704 -3.995 -3.891 -11.603 161.53816:KOMB 11 -13.469 -32.131 -15.578 10.124 5.897 -61.40117:KOMB 12 -78.016 28.683 7.447 -10.031 -14.815 42.820

2 2 1:BEBAN MATI 50.847 1.870 -4.457 0.043 1.699 13.0512:BEBAN HIDUP 71.085 -5.837 -4.462 0.027 1.706 10.0813:BEBAN GEMPA X-161.120 122.983 3.284 -1.922 -8.128 360.8244:BEBAN GEMPA Z-61.730 42.296 11.408 -9.494 -27.534 117.0035:SELFWEIGHT 79.958 -3.347 -3.914 0.014 1.301 0.6306:KOMB 1 183.127 -2.068 -11.719 0.080 4.200 19.1547:KOMB 2 270.702 -11.112 -17.184 0.111 6.330 32.5488:KOMB 3 228.051 -7.610 -14.507 0.095 5.306 26.4999:KOMB 4 117.724 -1.329 -7.534 0.051 2.700 12.31310:KOMB 5 66.931 115.373 -11.223 -1.827 -2.822 387.32411:KOMB 6 389.171 -130.592 -17.791 2.017 13.434 -334.32512:KOMB 7 166.321 34.686 -3.099 -9.399 -22.228 143.50313:KOMB 8 289.781 -49.905 -25.916 9.589 32.840 -90.504


Job Title

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By Date Chd

File Date/Time

7

TUGAS UAS PBTS

10.21.025 05-Jul-15



Beam End Forces Cont...Axial Shear Torsion Bending

Beam Node L/C Fx(kN)

Fy(kN)

Fz(kN)

Mx(kNm)

My(kNm)

Mz(kNm)

14:KOMB 9 -43.395 121.654 -4.250 -1.870 -5.428 373.13815:KOMB 10 278.844 -124.312 -10.818 1.973 10.828 -348.51116:KOMB 11 -15.968 43.979 7.397 -9.456 -26.005 128.74917:KOMB 12 107.492 -40.612 -15.420 9.533 29.063 -105.257

4 1:BEBAN MATI -50.847 -1.870 4.457 -0.043 4.987 -10.2462:BEBAN HIDUP -71.085 5.837 4.462 -0.027 4.987 -18.8373:BEBAN GEMPA X 161.120 -122.983 -3.284 1.922 3.202 -176.3504:BEBAN GEMPA Z 61.730 -42.296 -11.408 9.494 10.421 -53.5605:SELFWEIGHT -67.235 3.347 3.914 -0.014 4.570 -5.6516:KOMB 1 -165.314 2.068 11.719 -0.080 13.379 -22.2567:KOMB 2 -255.434 11.112 17.184 -0.111 19.447 -49.2168:KOMB 3 -212.783 7.610 14.507 -0.095 16.455 -37.9149:KOMB 4 -106.274 1.329 7.534 -0.051 8.601 -14.30710:KOMB 5 -51.663 -115.373 11.223 1.827 19.657 -214.26411:KOMB 6 -373.903 130.592 17.791 -2.017 13.252 138.43612:KOMB 7 -151.053 -34.686 3.099 9.399 26.876 -91.47413:KOMB 8 -274.513 49.905 25.916 -9.589 6.033 15.64614:KOMB 9 54.846 -121.654 4.250 1.870 11.803 -190.65715:KOMB 10 -267.393 124.312 10.818 -1.973 5.399 162.04316:KOMB 11 15.968 -43.979 -7.397 9.456 14.909 -62.78117:KOMB 12 -107.492 40.612 15.420 -9.533 -5.933 44.339

3 3 1:BEBAN MATI -0.137 20.020 -0.016 -0.015 0.055 12.7932:BEBAN HIDUP -0.113 20.017 -0.013 -0.012 0.042 12.7863:BEBAN GEMPA X -1.114 2.928 -1.686 0.406 3.880 5.8674:BEBAN GEMPA Z -0.325 9.760 -5.620 1.354 11.385 19.5225:SELFWEIGHT 2.932 11.781 -0.000 0.000 0.007 7.2636:KOMB 1 3.913 44.521 -0.022 -0.020 0.086 28.0787:KOMB 2 3.173 70.189 -0.040 -0.037 0.141 44.5258:KOMB 3 3.241 58.178 -0.032 -0.030 0.116 36.8539:KOMB 4 2.515 28.621 -0.014 -0.013 0.056 18.05010:KOMB 5 2.127 61.106 -1.718 0.376 3.995 42.72011:KOMB 6 4.355 55.250 1.654 -0.436 -3.764 30.98612:KOMB 7 2.916 67.938 -5.652 1.324 11.501 56.37513:KOMB 8 3.566 48.418 5.588 -1.384 -11.269 17.33114:KOMB 9 1.401 31.549 -1.700 0.393 3.935 23.91715:KOMB 10 3.630 25.693 1.672 -0.419 -3.824 12.18316:KOMB 11 -0.448 27.778 -5.634 1.341 11.434 31.03517:KOMB 12 0.202 8.258 5.606 -1.367 -11.336 -8.008

4 1:BEBAN MATI 0.137 19.980 0.016 0.015 0.008 -12.7132:BEBAN HIDUP 0.113 19.983 0.013 0.012 0.011 -12.7183:BEBAN GEMPA X 1.114 -2.928 1.686 -0.406 2.864 5.8454:BEBAN GEMPA Z 0.325 -9.760 5.620 -1.354 11.093 19.5175:SELFWEIGHT -2.932 11.781 0.000 -0.000 -0.007 -7.2636:KOMB 1 -3.913 44.465 0.022 0.020 0.001 -27.9657:KOMB 2 -3.173 70.085 0.040 0.037 0.019 -44.3188:KOMB 3 -3.241 58.096 0.032 0.030 0.012 -36.6889:KOMB 4 -2.515 28.585 0.014 0.013 0.000 -17.97810:KOMB 5 -2.127 55.168 1.718 -0.376 2.876 -30.843


Job Title

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File Date/Time

8

TUGAS UAS PBTS

10.21.025 05-Jul-15





Fy(kN)

Fz(kN)

Mx(kNm)

My(kNm)

Mz(kNm)

11:KOMB 6 -4.355 61.024 -1.654 0.436 -2.852 -42.53312:KOMB 7 -2.916 48.336 5.652 -1.324 11.105 -17.17013:KOMB 8 -3.566 67.855 -5.588 1.384 -11.081 -56.20514:KOMB 9 -1.401 25.657 1.700 -0.393 2.864 -12.13315:KOMB 10 -3.630 31.513 -1.672 0.419 -2.863 -23.82316:KOMB 11 0.448 8.222 5.634 -1.341 11.100 8.07617:KOMB 12 -0.202 27.742 -5.606 1.367 -11.086 -30.959

4 3 1:BEBAN MATI 39.421 2.895 4.581 -0.035 -7.639 23.1602:BEBAN HIDUP 37.723 1.785 4.580 -0.031 -7.635 17.3233:BEBAN GEMPA X-31.731 111.549 1.606 -3.263 -6.146 433.4044:BEBAN GEMPA Z -7.187 31.766 5.365 -9.727 -20.557 123.5785:SELFWEIGHT 44.030 -0.996 0.968 -0.001 -2.497 -2.0016:KOMB 1 116.831 2.660 7.769 -0.050 -14.190 29.6237:KOMB 2 160.498 5.136 13.986 -0.093 -24.378 53.1088:KOMB 3 137.864 4.065 11.239 -0.074 -19.798 42.7149:KOMB 4 75.106 1.710 4.994 -0.032 -9.122 19.04310:KOMB 5 106.133 115.614 12.844 -3.337 -25.943 476.11811:KOMB 6 169.596 -107.484 9.633 3.188 -13.652 -390.69012:KOMB 7 130.677 35.830 16.604 -9.801 -40.355 166.29213:KOMB 8 145.051 -27.701 5.873 9.652 0.760 -80.86414:KOMB 9 43.374 113.259 6.600 -3.295 -15.268 452.44715:KOMB 10 106.837 -109.839 3.388 3.230 -2.977 -414.36116:KOMB 11 28.292 34.372 9.488 -9.758 -27.432 144.42217:KOMB 12 42.666 -29.160 -1.242 9.695 13.682 -102.734

5 1:BEBAN MATI -39.421 -2.895 -4.581 0.035 -12.975 -10.1312:BEBAN HIDUP -37.723 -1.785 -4.580 0.031 -12.974 -9.2903:BEBAN GEMPA X 31.731 -111.549 -1.606 3.263 -1.081 68.5664:BEBAN GEMPA Z 7.187 -31.766 -5.365 9.727 -3.586 19.3685:SELFWEIGHT -5.860 0.996 -0.968 0.001 -1.860 -2.4806:KOMB 1 -63.393 -2.660 -7.769 0.050 -20.769 -17.6547:KOMB 2 -114.694 -5.136 -13.986 0.093 -38.561 -29.9968:KOMB 3 -92.061 -4.065 -11.239 0.074 -30.776 -24.4229:KOMB 4 -40.753 -1.710 -4.994 0.032 -13.351 -11.34910:KOMB 5 -60.329 -115.614 -12.844 3.337 -31.857 44.14411:KOMB 6 -123.792 107.484 -9.633 -3.188 -29.695 -92.98812:KOMB 7 -84.873 -35.830 -16.604 9.801 -34.362 -5.05513:KOMB 8 -99.248 27.701 -5.873 -9.652 -27.190 -43.79014:KOMB 9 -9.022 -113.259 -6.600 3.295 -14.432 57.21715:KOMB 10 -72.484 109.839 -3.388 -3.230 -12.270 -79.91516:KOMB 11 -28.292 -34.372 -9.488 9.758 -15.264 10.25017:KOMB 12 -42.666 29.160 1.242 -9.695 -8.091 -28.486

5 4 1:BEBAN MATI 39.428 2.838 -4.557 0.026 7.547 22.9422:BEBAN HIDUP 37.730 1.736 -4.559 0.024 7.556 17.1363:BEBAN GEMPA X-33.268 112.666 1.614 -2.515 -6.191 437.6404:BEBAN GEMPA Z-12.309 35.489 5.366 -9.531 -20.566 137.6985:SELFWEIGHT 44.030 -0.996 -0.968 0.001 2.497 -2.0016:KOMB 1 116.842 2.579 -7.735 0.038 14.062 29.3177:KOMB 2 160.518 4.988 -13.925 0.070 24.143 52.546


Job Title

Client

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Ref

By Date Chd

File Date/Time

9

TUGAS UAS PBTS

10.21.025 05-Jul-15





Fy(kN)

Fz(kN)

Mx(kNm)

My(kNm)

Mz(kNm)

8:KOMB 3 137.880 3.947 -11.189 0.056 19.609 42.2649:KOMB 4 75.113 1.658 -4.973 0.024 9.040 18.84710:KOMB 5 104.612 116.613 -9.576 -2.459 13.418 479.90411:KOMB 6 171.148 -108.719 -12.803 2.570 25.800 -395.37612:KOMB 7 125.571 39.436 -5.823 -9.475 -0.957 179.96213:KOMB 8 150.189 -31.542 -16.555 9.586 40.175 -95.43414:KOMB 9 41.845 114.324 -3.359 -2.490 2.849 456.48715:KOMB 10 108.381 -111.008 -6.586 2.539 15.231 -418.79416:KOMB 11 23.176 38.043 1.265 -9.508 -13.773 158.34617:KOMB 12 47.795 -32.934 -9.467 9.554 27.358 -117.050

6 1:BEBAN MATI -39.428 -2.838 4.557 -0.026 12.959 -10.1702:BEBAN HIDUP -37.730 -1.736 4.559 -0.024 12.960 -9.3243:BEBAN GEMPA X 33.268 -112.666 -1.614 2.515 -1.070 69.3564:BEBAN GEMPA Z 12.309 -35.489 -5.366 9.531 -3.582 22.0025:SELFWEIGHT -5.860 0.996 0.968 -0.001 1.860 -2.4806:KOMB 1 -63.404 -2.579 7.735 -0.038 20.746 -17.7107:KOMB 2 -114.714 -4.988 13.925 -0.070 38.518 -30.0988:KOMB 3 -92.076 -3.947 11.189 -0.056 30.742 -24.5039:KOMB 4 -40.760 -1.658 4.973 -0.024 13.336 -11.38510:KOMB 5 -58.808 -116.613 9.576 2.459 29.672 44.85311:KOMB 6 -125.344 108.719 12.803 -2.570 31.812 -93.85912:KOMB 7 -79.767 -39.436 5.823 9.475 27.160 -2.50213:KOMB 8 -104.386 31.542 16.555 -9.586 34.324 -46.50514:KOMB 9 -7.492 -114.324 3.359 2.490 12.267 57.97115:KOMB 10 -74.028 111.008 6.586 -2.539 14.406 -80.74116:KOMB 11 -23.176 -38.043 -1.265 9.508 8.081 12.84817:KOMB 12 -47.795 32.934 9.467 -9.554 15.244 -31.155

6 5 1:BEBAN MATI 4.546 20.004 -0.008 -0.003 0.019 13.0402:BEBAN HIDUP 4.549 20.004 -0.007 -0.002 0.016 13.0393:BEBAN GEMPA X -0.347 0.611 -0.152 0.058 0.345 1.2214:BEBAN GEMPA Z -0.095 2.036 -0.507 0.192 1.025 4.0735:SELFWEIGHT 0.967 2.827 0.000 0.000 0.000 1.8646:KOMB 1 7.718 31.964 -0.012 -0.004 0.027 20.8657:KOMB 2 13.894 59.404 -0.021 -0.007 0.050 38.7478:KOMB 3 11.164 47.402 -0.017 -0.005 0.040 30.9239:KOMB 4 4.962 20.549 -0.007 -0.002 0.018 13.41310:KOMB 5 10.818 48.013 -0.169 0.052 0.385 32.14511:KOMB 6 11.511 46.791 0.135 -0.063 -0.305 29.70212:KOMB 7 11.069 49.438 -0.524 0.187 1.065 34.99613:KOMB 8 11.259 45.366 0.490 -0.198 -0.985 26.85114:KOMB 9 4.615 21.159 -0.160 0.055 0.363 14.63515:KOMB 10 5.308 19.938 0.145 -0.060 -0.328 12.19216:KOMB 11 3.996 20.040 -0.514 0.190 1.043 15.80917:KOMB 12 4.186 15.968 0.500 -0.195 -1.008 7.664

6 1:BEBAN MATI -4.546 19.996 0.008 0.003 0.014 -13.0222:BEBAN HIDUP -4.549 19.996 0.007 0.002 0.012 -13.0243:BEBAN GEMPA X 0.347 -0.611 0.152 -0.058 0.263 1.2224:BEBAN GEMPA Z 0.095 -2.036 0.507 -0.192 1.003 4.073


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

10

TUGAS UAS PBTS

10.21.025 05-Jul-15





Fy(kN)

Fz(kN)

Mx(kNm)

My(kNm)

Mz(kNm)

5:SELFWEIGHT -0.967 2.827 -0.000 -0.000 -0.000 -1.8646:KOMB 1 -7.718 31.952 0.012 0.004 0.019 -20.8417:KOMB 2 -13.894 59.382 0.021 0.007 0.036 -38.7028:KOMB 3 -11.164 47.384 0.017 0.005 0.028 -30.8879:KOMB 4 -4.962 20.541 0.007 0.002 0.012 -13.39810:KOMB 5 -10.818 46.773 0.169 -0.052 0.292 -29.66511:KOMB 6 -11.511 47.995 -0.135 0.063 -0.235 -32.10912:KOMB 7 -11.069 45.348 0.524 -0.187 1.031 -26.81413:KOMB 8 -11.259 49.420 -0.490 0.198 -0.974 -34.96014:KOMB 9 -4.615 19.930 0.160 -0.055 0.275 -12.17515:KOMB 10 -5.308 21.152 -0.145 0.060 -0.251 -14.62016:KOMB 11 -3.996 15.960 0.514 -0.190 1.015 -7.64717:KOMB 12 -4.186 20.032 -0.500 0.195 -0.990 -15.793

7 15 1:BEBAN MATI 0.964 8.615 0.073 0.199 -0.220 21.6392:BEBAN HIDUP 7.570 26.674 0.047 0.192 -0.143 28.2893:BEBAN GEMPA X -9.553 123.479 3.100 2.752 -7.835 236.0234:BEBAN GEMPA Z -4.261 34.846 6.472 9.321 -14.153 66.5645:SELFWEIGHT 2.351 12.138 0.014 0.196 -0.035 9.0806:KOMB 1 4.642 29.054 0.121 0.553 -0.357 43.0067:KOMB 2 16.091 67.582 0.179 0.782 -0.535 82.1248:KOMB 3 11.549 51.577 0.151 0.667 -0.449 65.1519:KOMB 4 2.984 18.678 0.078 0.356 -0.230 27.64710:KOMB 5 1.995 175.057 3.251 3.419 -8.284 301.17411:KOMB 6 21.102 -71.902 -2.950 -2.086 7.386 -170.87112:KOMB 7 7.288 86.424 6.623 9.987 -14.602 131.71513:KOMB 8 15.809 16.731 -6.321 -8.654 13.704 -1.41314:KOMB 9 -6.569 142.157 3.178 3.108 -8.064 263.66915:KOMB 10 12.537 -104.802 -3.022 -2.396 7.605 -208.37616:KOMB 11 -3.393 42.600 6.538 9.500 -14.351 86.03917:KOMB 12 5.129 -27.092 -6.407 -9.141 13.955 -47.089

3 1:BEBAN MATI -0.964 -8.615 -0.073 -0.199 -0.071 12.8232:BEBAN HIDUP -7.570 13.326 -0.047 -0.192 -0.044 -1.5933:BEBAN GEMPA X 9.553 -123.479 -3.100 -2.752 -4.567 257.8954:BEBAN GEMPA Z 4.261 -34.846 -6.472 -9.321 -11.736 72.8215:SELFWEIGHT -2.351 11.424 -0.014 -0.196 -0.020 -7.6526:KOMB 1 -4.642 3.932 -0.121 -0.553 -0.128 7.2387:KOMB 2 -16.091 24.692 -0.179 -0.782 -0.181 3.6558:KOMB 3 -11.549 16.696 -0.151 -0.667 -0.154 4.6119:KOMB 4 -2.984 2.528 -0.078 -0.356 -0.082 4.65310:KOMB 5 -1.995 -106.783 -3.251 -3.419 -4.721 262.50611:KOMB 6 -21.102 140.176 2.950 2.086 4.413 -253.28412:KOMB 7 -7.288 -18.150 -6.623 -9.987 -11.890 77.43213:KOMB 8 -15.809 51.543 6.321 8.654 11.582 -68.21014:KOMB 9 6.569 -120.952 -3.178 -3.108 -4.649 262.54815:KOMB 10 -12.537 126.007 3.022 2.396 4.485 -253.24216:KOMB 11 3.393 -42.600 -6.538 -9.500 -11.800 84.36117:KOMB 12 -5.129 27.092 6.407 9.141 11.672 -61.281

8 16 1:BEBAN MATI 0.983 8.561 -0.037 -0.179 0.138 21.535

=====================================================================

BEAM NO. 3 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08

LEN - 4000. MM FY - 400. FC - 30. MPA, SIZE - 500. X 500. MMS

LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________

1 56. 3 - 16MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 25.72 KN-MET AT 2000.MM, LOAD 7| | REQD STEEL= 215.MM2, RHO=0.0010, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|

Cracked Moment of Inertia Iz at above location = 70169.8 cm^4

2 444. 3 - 16MM 0. 2549. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 56.37 KN-MET AT 0.MM, LOAD 12| | REQD STEEL= 475.MM2, RHO=0.0021, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|


3 444. 3 - 16MM 1951. 4000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 56.21 KN-MET AT 4000.MM, LOAD 13| | REQD STEEL= 474.MM2, RHO=0.0021, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 194. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|


REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )

0. 51./ 362. 8./ 56. 17/ 12 333. 65./ 226. 10./ 35. 17/ 12 667. 73./ 112. 12./ 18. 17/ 12 1000. 105./ 62. 17./ 10. 13/ 4 1333. 136./ 41. 21./ 7. 13/ 4 1667. 152./ 21. 24./ 3. 7/ 4 2000. 164./ 0. 26./ 0. 7/ 3 2333. 152./ 0. 24./ 0. 7/ 0

Page 6 of 554D:\DATA BARU\TUGAS UAS PBTS\tugas\RENGGA E. SARVIAN M.anl

Monday, July 06, 2015, 02:52 AM

STAAD SPACE -- PAGE NO. 6

Monday, July 06, 2015, 02:52 AM


2667. 137./ 13. 21./ 2. 12/ 17 3000. 106./ 49. 17./ 8. 12/ 17 3333. 83./ 111. 13./ 17. 4/ 13 3667. 104./ 225. 16./ 35. 4/ 13 4000. 124./ 361. 20./ 56. 4/ 13

B E A M N O. 3 D E S I G N R E S U L T S - SHEAR

AT START SUPPORT - Vu= 15.58 KNS Vc= 201.90 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 10.7 KN-MET Ts= 0.0 KN-MET LOAD 1 STIRRUPS ARE NOT REQUIRED. AT END SUPPORT - Vu= 15.54 KNS Vc= 201.90 KNS Vs= 0.00 KNS Tu= 0.01 KN-MET Tc= 10.7 KN-MET Ts= 0.0 KN-MET LOAD 1 STIRRUPS ARE NOT REQUIRED.

___ 3J____________________ 4000X 500X 500_____________________ 4J____ | | ||=========================================================================|| | 3No16 H 444. 0.TO 2549 3No16 H 444.1951.TO 4000 | | | | 3No16 H 56. 0.TO 4000 | ||=========================================================================|| | | |___________________________________________________________________________| _______________ _______________ _______________ _______________ | | | | | | | | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | ooo | | ooo | | ooo | | ooo | | | | | | | | | |_______________| |_______________| |_______________| |_______________|

=====================================================================




1 56. 2 - 16MM 243. 4000. NO YES


Monday, July 06, 2015, 02:52 AM


|----------------------------------------------------------------| | CRITICAL POS MOMENT= 20.67 KN-MET AT 2000.MM, LOAD 7| | REQD STEEL= 245.MM2, RHO=0.0050, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 88. MMS | | REQD. DEVELOPMENT LENGTH = 422. MMS | |----------------------------------------------------------------|


2 244. 3 - 16MM 0. 2224. YES NO |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.75 KN-MET AT 0.MM, LOAD 7| | REQD STEEL= 478.MM2, RHO=0.0098, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 44. MMS | | REQD. DEVELOPMENT LENGTH = 768. MMS | |----------------------------------------------------------------|


3 244. 3 - 16MM 2276. 4000. NO YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 38.70 KN-MET AT 4000.MM, LOAD 7| | REQD STEEL= 477.MM2, RHO=0.0098, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 44. MMS | | REQD. DEVELOPMENT LENGTH = 768. MMS | |----------------------------------------------------------------|



0. 0./ 493. 0./ 39. 0/ 7 333. 0./ 251. 0./ 21. 0/ 7 667. 11./ 87. 1./ 7. 17/ 12 1000. 79./ 24. 7./ 2. 13/ 4 1333. 169./ 16. 14./ 1. 7/ 4 1667. 231./ 8. 19./ 1. 7/ 4 2000. 252./ 0. 21./ 0. 7/ 0 2333. 231./ 0. 19./ 0. 7/ 0 2667. 169./ 0. 14./ 0. 7/ 0 3000. 79./ 3. 7./ 0. 12/ 17 3333. 32./ 86. 3./ 7. 4/ 13 3667. 40./ 251. 3./ 21. 4/ 7 4000. 48./ 492. 4./ 39. 4/ 7



Monday, July 06, 2015, 02:52 AM


AT START SUPPORT - Vu= 52.16 KNS Vc= 44.43 KNS Vs= 25.12 KNS Tu= 0.01 KN-MET Tc= 1.3 KN-MET Ts= 0.0 KN-MET LOAD 7 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1756. MM

AT END SUPPORT - Vu= 52.14 KNS Vc= 44.43 KNS Vs= 25.08 KNS Tu= 0.01 KN-MET Tc= 1.3 KN-MET Ts= 0.0 KN-MET LOAD 7 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT IS REQUIRED FOR SHEAR. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 122. MM C/C FOR 1756. MM

___ 5J____________________ 4000X 200X 300_____________________ 6J____ | | ||=========================================================================|| | 3No16 H 244.| 0.TO 2224| | | | | | 3No16 H 244.2276.TO 4000| | | | | 16*8 c/c122 | | | | | | | | | | | | | | | | 16*8 c/c122 | | | 2No16 H 56.|243.TO 4000| | | | | | | | | | | | | | | | | | =======================================================================|| | | |___________________________________________________________________________| _________ _________ _________ _________ | | | | | | | | | ooo | | ooo | | ooo | | ooo | | 3#16 | | 3#16 | | 3#16 | | 3#16 | | | | | | | | | | | | 2#16 | | 2#16 | | 2#16 | | | | oo | | oo | | oo | | | | | | | | | |_________| |_________| |_________| |_________|

=====================================================================




1 56. 9 - 16MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL POS MOMENT= 262.55 KN-MET AT 4000.MM, LOAD 14| | REQD STEEL= 1751.MM2, RHO=0.0079, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 41./ 48. MMS | | REQD. DEVELOPMENT LENGTH = 697. MMS | |----------------------------------------------------------------|



Monday, July 06, 2015, 02:52 AM


2 442. 7 - 20MM 0. 4000. YES YES |----------------------------------------------------------------| | CRITICAL NEG MOMENT= 301.17 KN-MET AT 0.MM, LOAD 10| | REQD STEEL= 2041.MM2, RHO=0.0092, RHOMX=0.0239 RHOMN=0.0034 | | MAX/MIN/ACTUAL BAR SPACING= 274./ 45./ 64. MMS | | REQD. DEVELOPMENT LENGTH = 825. MMS | |----------------------------------------------------------------|



0. 1392./ 2064. 208./ 301. 15/ 10 333. 1146./ 1644. 173./ 244. 15/ 10 667. 901./ 1251. 137./ 188. 15/ 10 1000. 656./ 882. 101./ 135. 15/ 10 1333. 412./ 537. 64./ 83. 15/ 10 1667. 175./ 218. 27./ 34. 11/ 14 2000. 94./ 75. 15./ 12. 10/ 15 2333. 392./ 325. 61./ 51. 10/ 15 2667. 683./ 583. 105./ 90. 10/ 15 3000. 968./ 850. 147./ 130. 10/ 15 3333. 1246./ 1127. 188./ 170. 10/ 15 3667. 1516./ 1414. 226./ 212. 10/ 15 4000. 1780./ 1712. 263./ 253. 14/ 11


AT START SUPPORT - Vu= 123.48 KNS Vc= 199.69 KNS Vs= 0.00 KNS Tu= 2.75 KN-MET Tc= 10.5 KN-MET Ts= 0.0 KN-MET LOAD 3 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 222. MM C/C FOR 1556. MM

AT END SUPPORT - Vu= 123.48 KNS Vc= 199.69 KNS Vs= 0.00 KNS Tu= 2.75 KN-MET Tc= 10.5 KN-MET Ts= 0.0 KN-MET LOAD 3 NO STIRRUPS ARE REQUIRED FOR TORSION. REINFORCEMENT FOR SHEAR IS PER CL.11.5.5.1. PROVIDE 8 MM 2-LEGGED STIRRUPS AT 222. MM C/C FOR 1556. MM


Monday, July 06, 2015, 02:55 AM


====================================================================

COLUMN NO. 1 DESIGN PER ACI 318-08 - AXIAL + BENDING

FY - 400.0 FC - 30.0 MPA, SQRE SIZE - 600.0 X 600.0 MMS, TIED AREA OF STEEL REQUIRED = 5616.0 SQ. MM

BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------

28 - 16 MM 1.564 10 STA 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 8 SPACING 256.00 MM

COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 11288.36 9030.69 4282.27 1060.67 247.7 M0 P-tens. Des.Pn Des.Mn e/h 573.82 -2251.92 116.50 587.44 3.36166 --------------------------------------------------------

COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)

-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 11288.36 9030.69 4282.27 1060.67 247.7 M0 P-tens. Des.Pn Des.Mn e/h 573.82 -2251.92 116.50 21.50 0.12304 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 8336.02 662.00 4168.01 1059.70 P0 |* 7641.35 765.36 3473.34 1044.41 | * 6946.68 852.14 2778.67 1003.45 Pn,max|__* 6252.01 923.50 2084.00 936.37 | * 5557.35 981.20 1389.34 844.16 Pn | * 4862.68 1028.44 694.67 722.14 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 8336.02 662.00 4168.01 1059.70 COMPRESSION| * 7641.35 765.36 3473.34 1044.41 Pb|-------*Mb 6946.68 852.14 2778.67 1003.45 | * 6252.01 923.50 2084.00 936.37 ___________|____*_______ 5557.35 981.20 1389.34 844.16 | * M0 Mn, 4862.68 1028.44 694.67 722.14 | * BENDING P-tens|* MOMENT |


Monday, July 06, 2015, 02:55 AM


====================================================================










Monday, July 06, 2015, 02:55 AM


====================================================================






-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 8182.17 6545.73 2905.63 653.14 224.8 M0 P-tens. Des.Pn Des.Mn e/h 394.60 -1930.22 -398.06 262.78 -0.44010 --------------------------------------------------------


-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 8182.17 6545.73 2905.63 653.14 224.8 M0 P-tens. Des.Pn Des.Mn e/h 394.60 -1930.22 -398.06 30.27 -0.05069 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 6042.21 393.46 3021.11 647.63 P0 |* 5538.70 456.46 2517.59 647.64 | * 5035.18 510.85 2014.07 628.88 Pn,max|__* 4531.66 555.35 1510.55 595.36 | * 4028.14 592.03 1007.04 547.14 Pn | * 3524.62 621.87 503.52 477.67 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 6042.21 393.46 3021.11 647.63 COMPRESSION| * 5538.70 456.46 2517.59 647.64 Pb|-------*Mb 5035.18 510.85 2014.07 628.88 | * 4531.66 555.35 1510.55 595.36 ___________|____*_______ 4028.14 592.03 1007.04 547.14 | * M0 Mn, 3524.62 621.87 503.52 477.67 | * BENDING P-tens|* MOMENT |



Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

TUGAS UAS PBTS

10.21.025 05-Jul-15



Node L/C Force-X(kN)

Force-Y(kN)

Force-Z(kN)

Moment-X(kNm)

Moment-Y(kNm)

Moment-Z(kNm)

1 1 -1.916 50.825 4.517 1.821 -0.051 13.1972 5.798 71.067 4.513 1.811 -0.034 10.2063 -119.416 -152.283 3.592 8.419 -3.950 355.0404 -30.407 -32.274 11.512 27.625 -10.078 97.7215 3.347 79.958 3.914 1.301 -0.014 0.6306 2.004 183.097 11.803 4.370 -0.092 19.3587 10.995 270.647 17.338 6.643 -0.133 32.9238 7.516 228.007 14.630 5.556 -0.112 26.7999 1.288 117.705 7.588 2.809 -0.059 12.44510 -111.900 75.724 18.222 13.976 -4.062 381.83911 126.932 380.290 11.038 -2.863 3.838 -328.24112 -22.891 195.733 26.142 33.181 -10.190 124.52013 37.923 260.280 3.118 -22.068 9.965 -70.92214 -118.128 -34.578 11.180 11.229 -4.009 367.48415 120.704 269.988 3.995 -5.610 3.891 -342.59516 -32.131 13.469 15.578 29.263 -10.124 109.59817 28.683 78.016 -7.447 -25.986 10.031 -85.844

2 1 -1.870 50.847 -4.457 -1.699 0.043 13.0512 5.837 71.085 -4.462 -1.706 0.027 10.0813 -122.983 -161.120 3.284 8.128 -1.922 360.8244 -42.296 -61.730 11.408 27.534 -9.494 117.0035 3.347 79.958 -3.914 -1.301 0.014 0.6306 2.068 183.127 -11.719 -4.200 0.080 19.1547 11.112 270.702 -17.184 -6.330 0.111 32.5488 7.610 228.051 -14.507 -5.306 0.095 26.4999 1.329 117.724 -7.534 -2.700 0.051 12.31310 -115.373 66.931 -11.223 2.822 -1.827 387.32411 130.592 389.171 -17.791 -13.434 2.017 -334.32512 -34.686 166.321 -3.099 22.228 -9.399 143.50313 49.905 289.781 -25.916 -32.840 9.589 -90.50414 -121.654 -43.395 -4.250 5.428 -1.870 373.13815 124.312 278.844 -10.818 -10.828 1.973 -348.51116 -43.979 -15.968 7.397 26.005 -9.456 128.74917 40.612 107.492 -15.420 -29.063 9.533 -105.257

7 1 40.878 527.917 5.398 2.068 0.231 -6.3352 29.052 413.643 5.375 2.038 0.221 -2.8373 -89.743 -358.255 12.838 27.240 0.091 236.5044 -18.977 221.993 42.416 90.194 -1.684 51.3015 10.727 329.476 3.163 1.084 0.012 -3.3326 72.246 1.2E+3 11.985 4.412 0.341 -13.5337 108.410 1.69E+3 18.873 7.043 0.645 -16.1398 90.978 1.44E+3 15.648 5.820 0.513 -14.4379 46.444 771.654 7.705 2.836 0.219 -8.70010 1.235 1.08E+3 28.486 33.060 0.604 222.06811 180.721 1.8E+3 2.810 -21.420 0.422 -250.94112 72.001 1.66E+3 58.064 96.014 -1.171 36.86413 109.956 1.22E+3 -26.769 -84.374 2.197 -65.73714 -43.299 413.399 20.543 30.077 0.310 227.80415 136.187 1.13E+3 -5.133 -24.404 0.128 -245.204

11


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

TUGAS UAS PBTS

10.21.025 05-Jul-15



Cont...Node L/C Force-X

(kN)Force-Y

(kN)Force-Z

(kN)Moment-X

(kNm)Moment-Y

(kNm)Moment-Z

(kNm)16 17.812 697.118 47.275 92.055 -1.476 45.59917 55.767 253.132 -37.558 -88.333 1.892 -57.002

8 1 42.152 679.036 -0.187 -0.137 0.319 -9.5382 29.961 565.218 -0.155 -0.143 0.257 -5.6813 -86.567 -460.739 25.342 32.213 3.225 224.9754 -21.429 -138.422 82.165 106.013 0.040 56.3095 10.583 395.482 -0.372 -0.288 0.025 -3.4486 73.828 1.5E+3 -0.783 -0.595 0.481 -18.1817 111.218 2.19E+3 -0.920 -0.739 0.823 -24.6748 93.242 1.85E+3 -0.827 -0.653 0.669 -21.2659 47.461 967.067 -0.504 -0.382 0.309 -11.68810 6.675 1.39E+3 24.515 31.559 3.894 203.71011 179.809 2.32E+3 -26.168 -32.866 -2.556 -246.24012 71.813 1.72E+3 81.339 105.359 0.709 35.04413 114.671 1.99E+3 -82.992 -106.666 0.629 -77.57414 -39.106 506.327 24.838 31.830 3.534 213.28715 134.028 1.43E+3 -25.845 -32.595 -2.915 -236.66316 16.507 472.710 81.997 105.889 0.327 47.72517 59.365 749.555 -82.334 -106.136 0.247 -64.893

9 1 35.207 719.091 0.192 0.124 0.118 -8.9792 17.934 620.626 0.233 0.126 0.078 -2.1443 -155.021 -304.481 25.242 31.855 1.242 215.1304 -42.696 -89.577 82.347 105.333 -2.533 59.8085 6.497 413.915 0.065 -0.016 0.008 -1.9926 58.386 1.59E+3 0.359 0.151 0.177 -15.3607 78.739 2.35E+3 0.681 0.331 0.277 -16.5968 67.979 1.98E+3 0.541 0.255 0.230 -15.3099 37.534 1.02E+3 0.231 0.097 0.114 -9.87410 -87.042 1.68E+3 25.784 32.110 1.472 199.82011 222.999 2.28E+3 -24.701 -31.599 -1.012 -230.43912 25.283 1.89E+3 82.889 105.588 -2.303 44.49813 110.675 2.07E+3 -81.806 -105.078 2.763 -75.11714 -117.487 715.224 25.473 31.952 1.355 205.25515 192.554 1.32E+3 -25.011 -31.757 -1.128 -225.00416 -11.010 557.605 82.520 105.445 -2.426 51.72717 74.382 736.758 -82.175 -105.221 2.639 -67.888

10 1 35.269 719.436 0.024 0.151 -0.103 -9.0682 17.987 620.922 -0.048 0.111 -0.065 -2.2213 -157.527 -305.425 24.062 31.324 -3.157 218.2424 -51.049 -92.723 82.001 105.261 -3.852 70.1815 6.497 413.915 -0.065 0.016 -0.008 -1.9926 58.473 1.59E+3 -0.057 0.235 -0.156 -15.4857 78.899 2.35E+3 -0.126 0.378 -0.238 -16.8268 68.107 1.98E+3 -0.097 0.312 -0.199 -15.4939 37.590 1.02E+3 -0.037 0.151 -0.100 -9.95510 -89.420 1.68E+3 23.966 31.635 -3.356 202.74811 225.633 2.29E+3 -24.159 -31.012 2.958 -233.73512 17.058 1.89E+3 81.904 105.573 -4.051 54.68813 119.156 2.07E+3 -82.098 -104.949 3.653 -85.675

12


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

TUGAS UAS PBTS

10.21.025 05-Jul-15




(kN)Force-Y

(kN)Force-Z

(kN)Moment-X

(kNm)Moment-Y

(kNm)Moment-Z

(kNm)14 -119.937 714.591 24.026 31.474 -3.257 208.28715 195.116 1.33E+3 -24.099 -31.173 3.057 -228.19616 -19.307 554.769 82.023 105.397 -3.945 62.02017 82.791 740.215 -81.979 -105.125 3.759 -78.343

11 1 42.157 680.447 0.405 0.416 -0.307 -9.6912 29.965 566.427 0.342 0.382 -0.246 -5.8123 -89.562 -460.323 23.814 31.390 -3.838 232.3504 -31.413 -137.035 81.687 105.995 -2.082 80.8915 10.583 395.482 0.372 0.288 -0.025 -3.4486 73.835 1.51E+3 1.088 0.985 -0.464 -18.3957 111.231 2.2E+3 1.479 1.456 -0.792 -25.0678 93.252 1.86E+3 1.274 1.227 -0.644 -21.5809 47.465 968.336 0.699 0.633 -0.298 -11.82510 3.690 1.4E+3 25.088 32.616 -4.482 210.77011 182.814 2.32E+3 -22.540 -30.163 3.193 -253.92912 61.839 1.72E+3 82.961 107.222 -2.726 59.31113 124.665 1.99E+3 -80.413 -104.769 1.438 -102.47114 -42.097 508.013 24.513 32.023 -4.136 220.52515 137.028 1.43E+3 -23.115 -30.756 3.539 -244.17516 6.528 475.367 82.051 106.369 -2.358 72.16917 69.354 749.438 -81.323 -105.621 1.806 -89.613

12 1 40.587 529.135 -5.280 -1.828 -0.218 -6.2472 28.804 414.688 -5.273 -1.833 -0.209 -2.7623 -94.986 -576.001 12.387 26.868 -1.196 249.4714 -36.454 -503.827 41.667 90.167 -2.000 94.5235 10.727 329.476 -3.163 -1.084 -0.012 -3.3326 71.840 1.2E+3 -11.819 -4.077 -0.323 -13.4107 107.663 1.69E+3 -18.568 -6.428 -0.611 -15.9138 90.381 1.45E+3 -15.404 -5.328 -0.486 -14.2569 46.183 772.750 -7.598 -2.621 -0.207 -8.62110 -4.605 869.021 -3.017 21.541 -1.682 235.21511 185.367 2.02E+3 -27.791 -32.196 0.710 -263.72712 53.926 941.195 26.263 84.839 -2.486 80.26713 126.835 1.95E+3 -57.071 -95.495 1.514 -108.77914 -48.803 196.750 4.789 24.247 -1.404 240.85015 141.169 1.35E+3 -19.985 -29.489 0.989 -258.09216 0.074 -27.605 36.915 88.522 -2.196 88.90017 72.983 980.049 -46.419 -91.812 1.804 -100.145

79 1 -38.855 694.529 5.417 1.906 0.166 23.7182 -23.248 568.976 5.421 1.914 0.154 16.6283 -159.146 61.779 16.582 33.786 0.221 261.9884 -34.087 369.513 54.669 112.102 -1.144 56.9135 -9.673 355.441 3.200 1.097 0.010 4.4536 -67.940 1.47E+3 12.064 4.205 0.246 39.4407 -95.431 2.17E+3 19.015 6.666 0.457 60.4108 -81.483 1.83E+3 15.762 5.518 0.365 50.4339 -43.676 944.973 7.755 2.703 0.158 25.35410 -240.629 1.89E+3 32.344 39.304 0.585 312.42111 77.664 1.77E+3 -0.820 -28.268 0.144 -211.555

13


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

TUGAS UAS PBTS

10.21.025 05-Jul-15




(kN)Force-Y

(kN)Force-Z

(kN)Moment-X

(kNm)Moment-Y

(kNm)Moment-Z

(kNm)12 -115.570 2.2E+3 70.431 117.620 -0.779 107.34613 -47.395 1.46E+3 -38.907 -106.584 1.508 -6.48014 -202.822 1.01E+3 24.338 36.489 0.379 287.34215 115.470 883.194 -8.827 -31.083 -0.063 -236.63416 -69.057 994.589 59.544 113.818 -0.994 78.25917 -0.882 255.564 -49.794 -110.386 1.293 -35.567

80 1 -32.040 849.989 -0.437 -0.406 0.227 18.3002 -16.821 724.516 -0.434 -0.398 0.188 11.5993 -146.942 -59.097 31.270 39.701 1.912 247.3614 -36.597 -40.225 103.567 131.795 -0.525 62.0155 -9.168 420.489 -0.421 -0.308 0.013 4.1106 -57.691 1.78E+3 -1.202 -1.000 0.335 31.3737 -76.363 2.68E+3 -1.725 -1.494 0.588 45.4508 -66.270 2.25E+3 -1.464 -1.255 0.475 38.4909 -37.087 1.14E+3 -0.773 -0.643 0.216 20.16810 -213.212 2.19E+3 29.806 38.446 2.387 285.85111 80.671 2.31E+3 -32.734 -40.956 -1.436 -208.87112 -102.867 2.21E+3 102.103 130.540 -0.050 100.50513 -29.674 2.29E+3 -105.031 -133.051 1.001 -23.52414 -184.029 1.08E+3 30.497 39.058 2.127 267.52915 109.855 1.2E+3 -32.042 -40.344 -1.696 -227.19216 -65.433 724.766 103.174 131.430 -0.321 78.48417 7.761 805.215 -103.961 -132.161 0.730 -45.545

81 1 -28.645 860.322 -0.145 -0.171 0.110 14.9002 -14.372 734.727 -0.137 -0.160 0.077 9.2243 -92.950 -54.004 30.218 39.105 1.597 193.6194 -25.356 -17.032 100.390 130.068 -0.416 54.0305 -8.501 424.329 -0.068 -0.070 0.007 3.6666 -52.004 1.8E+3 -0.299 -0.337 0.163 25.9927 -67.570 2.72E+3 -0.476 -0.545 0.263 37.0368 -58.947 2.28E+3 -0.393 -0.449 0.217 31.5029 -33.431 1.16E+3 -0.192 -0.217 0.105 16.70910 -151.897 2.22E+3 29.825 38.655 1.814 225.12111 34.003 2.33E+3 -30.611 -39.554 -1.381 -162.11712 -84.303 2.26E+3 99.996 129.619 -0.199 85.53213 -33.591 2.29E+3 -100.783 -130.518 0.632 -22.52814 -126.381 1.1E+3 30.026 38.888 1.702 210.32815 59.518 1.21E+3 -30.410 -39.321 -1.492 -176.91016 -51.136 757.258 100.259 129.914 -0.317 67.44017 -0.425 791.321 -100.520 -130.222 0.514 -40.621

82 1 -28.601 860.356 0.012 -0.005 -0.086 14.8142 -14.335 734.756 0.023 0.010 -0.057 9.1503 -94.613 -53.211 29.995 38.948 -2.190 196.2864 -30.900 -14.388 100.321 130.107 -1.560 62.9205 -8.501 424.329 0.068 0.070 -0.007 3.6666 -51.943 1.8E+3 0.112 0.092 -0.130 25.8717 -67.458 2.72E+3 0.133 0.094 -0.202 36.8158 -58.857 2.28E+3 0.119 0.088 -0.168 31.3259 -33.392 1.16E+3 0.072 0.059 -0.083 16.631

14


Job Title

Client

Job No Sheet No Rev

Part

Ref

By Date Chd

File Date/Time

TUGAS UAS PBTS

10.21.025 05-Jul-15




(kN)Force-Y

(kN)Force-Z

(kN)Moment-X

(kNm)Moment-Y

(kNm)Moment-Z

(kNm)10 -153.470 2.22E+3 30.114 39.036 -2.358 227.61111 35.756 2.33E+3 -29.876 -38.860 2.022 -164.96112 -89.757 2.26E+3 100.439 130.195 -1.728 94.24513 -27.956 2.29E+3 -100.202 -130.019 1.392 -31.59514 -128.005 1.1E+3 30.067 39.007 -2.273 212.91715 61.221 1.21E+3 -29.923 -38.889 2.106 -179.65516 -56.642 759.932 100.331 130.103 -1.637 76.25217 5.159 788.709 -100.310 -130.111 1.482 -49.588

83 1 -32.070 850.143 0.299 0.227 -0.220 18.1712 -16.847 724.648 0.316 0.245 -0.182 11.4893 -151.875 -43.967 30.823 39.421 -2.639 255.3984 -53.042 10.207 103.410 131.946 -1.899 88.8055 -9.168 420.489 0.421 0.308 -0.013 4.1106 -57.734 1.78E+3 1.008 0.750 -0.326 31.1937 -76.442 2.68E+3 1.369 1.035 -0.570 45.1198 -66.333 2.25E+3 1.180 0.888 -0.461 38.2259 -37.115 1.14E+3 0.648 0.482 -0.209 20.05310 -218.209 2.21E+3 32.003 40.309 -3.100 293.62311 85.542 2.29E+3 -29.644 -38.534 2.178 -217.17312 -119.375 2.26E+3 104.589 132.833 -2.360 127.03113 -13.291 2.24E+3 -102.230 -131.058 1.438 -50.58014 -188.990 1.1E+3 31.471 39.903 -2.848 275.45115 114.761 1.19E+3 -30.175 -38.939 2.430 -235.34616 -81.905 775.336 103.679 132.150 -2.097 105.15917 24.179 754.922 -103.141 -131.741 1.701 -72.452

84 1 -39.633 696.011 -5.493 -2.060 -0.156 24.0732 -23.915 570.246 -5.487 -2.046 -0.146 16.9323 -168.161 -170.179 15.972 33.471 -1.046 276.3004 -64.138 -403.680 53.845 112.089 -1.609 104.6195 -9.673 355.441 -3.200 -1.097 -0.010 4.4536 -69.029 1.47E+3 -12.171 -4.420 -0.232 39.9377 -97.431 2.17E+3 -19.212 -7.062 -0.433 61.3238 -83.082 1.83E+3 -15.919 -5.835 -0.345 51.1649 -44.376 946.307 -7.824 -2.842 -0.149 25.67410 -251.243 1.66E+3 0.052 27.637 -1.391 327.46311 85.080 2E+3 -31.891 -39.306 0.701 -225.13612 -147.220 1.43E+3 37.925 106.254 -1.954 155.78313 -18.944 2.24E+3 -69.764 -117.924 1.264 -53.45514 -212.537 776.128 8.148 30.630 -1.196 301.97315 123.786 1.12E+3 -23.796 -36.313 0.897 -250.62616 -99.807 222.730 48.901 110.235 -1.750 126.28517 28.469 1.03E+3 -58.789 -113.943 1.468 -82.953

121 1 -5.348 723.646 5.316 2.157 0.082 4.8912 -9.038 664.505 5.342 2.166 0.077 6.2713 -80.582 554.866 6.261 13.581 0.109 115.2294 -17.833 271.283 21.971 46.347 -0.352 25.2565 -1.260 173.564 2.155 0.835 0.007 0.6756 -9.251 1.26E+3 10.459 4.189 0.124 7.7927 -22.390 2.14E+3 17.512 7.056 0.229 16.713

15

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