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TUGAS UAS PBTS Software 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 02:14 RENGGA E. SARVIAN M Print Time/Date: 06/07/2015 03:12 Print Run 1 of 282 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Job Information Engineer Checked Approved Name: 10.21.025 Date: 05-Jul-15 Structure Type SPACE FRAME Number of Nodes 192 Highest Node 192 Number of Elements 390 Highest Beam 390 Number of Basic Load Cases 5 Number 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 MATI Primary 2 BEBAN HIDUP Primary 3 BEBAN GEMPA X Primary 4 BEBAN GEMPA Z Primary 5 SELFWEIGHT Combination 6 KOMB 1 Combination 7 KOMB 2 Combination 8 KOMB 3 Combination 9 KOMB 4 Combination 10 KOMB 5 Combination 11 KOMB 6 Combination 12 KOMB 7 Combination 13 KOMB 8 Combination 14 KOMB 9 Combination 15 KOMB 10 Combination 16 KOMB 11 Combination 17 KOMB 12

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  • 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

  • TUGAS UAS PBTSSoftware licensed to compaq

    Job Title

    Client

    Job No Sheet No Rev

    Part

    Ref

    By Date Chd

    File Date/Time

    2

    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 2 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    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

  • TUGAS UAS PBTSSoftware licensed to compaq

    Job Title

    Client

    Job No Sheet No Rev

    Part

    Ref

    By Date Chd

    File Date/Time

    3

    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 3 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    DisplacementLoad 1 :X

    YZ

    Whole Structure Displacements 90mm:1m 1 BEBAN MATI

    DisplacementLoad 1 :X

    YZ

    Whole Structure Displacements 90mm:1m 1 BEBAN MATI

  • TUGAS UAS PBTSSoftware licensed to compaq

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    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 4 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    Shear YLoad 1 :X

    YZ

    Whole Structure Fy 100kN:1m 1 BEBAN MATI

  • TUGAS UAS PBTSSoftware licensed to compaq

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    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 5 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    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

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

    Print Time/Date: 06/07/2015 03:12 Print Run 6 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    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

  • TUGAS UAS PBTSSoftware licensed to compaq

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    7

    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 7 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    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

  • TUGAS UAS PBTSSoftware licensed to compaq

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    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 8 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    Beam End Forces Cont...Axial Shear Torsion Bending

    Beam Node L/C Fx(kN)

    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

  • TUGAS UAS PBTSSoftware licensed to compaq

    Job Title

    Client

    Job No Sheet No Rev

    Part

    Ref

    By Date Chd

    File Date/Time

    9

    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 9 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    Beam End Forces Cont...Axial Shear Torsion Bending

    Beam Node L/C Fx(kN)

    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

  • TUGAS UAS PBTSSoftware licensed to compaq

    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

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

    Print Time/Date: 06/07/2015 03:12 Print Run 10 of 282STAAD.Pro V8i (SELECTseries 4) 20.07.09.31

    Beam End Forces Cont...Axial Shear Torsion Bending

    Beam Node L/C Fx(kN)

    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