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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
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
4
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
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
5
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
TUGAS UAS PBTSSoftware licensed to compaq
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Client
Job No Sheet No Rev
Part
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By Date Chd
File Date/Time
6
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
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
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
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8
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