Post on 04-Nov-2015
TUGAS UAS PBTSSoftware licensed to compaq
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Job No Sheet No Rev
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By Date Chd
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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
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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 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
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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
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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
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10.21.025 05-Jul-15
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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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10.21.025 05-Jul-15
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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
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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
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By Date Chd
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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
=====================================================================
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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 70169.8 cm^4
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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 70169.8 cm^4
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
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STAAD SPACE -- PAGE NO. 6
Monday, July 06, 2015, 02:52 AM
STAAD SPACE -- PAGE NO. 7
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 | | | | | | | | | |_______________| |_______________| |_______________| |_______________|
=====================================================================
BEAM NO. 6 DESIGN RESULTS - FLEXURE PER CODE ACI 318-08
LEN - 4000. MM FY - 400. FC - 30. MPA, SIZE - 200. X 300. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR (MM) (MM) (MM) STA END _____________________________________________________________________
1 56. 2 - 16MM 243. 4000. NO YES
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STAAD SPACE -- PAGE NO. 8
|----------------------------------------------------------------| | 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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 11664.8 cm^4
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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 15857.0 cm^4
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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 15857.0 cm^4
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )
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
B E A M N O. 6 D E S I G N R E S U L T S - SHEAR
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STAAD SPACE -- PAGE NO. 9
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 | | | | | | | | | |_________| |_________| |_________| |_________|
=====================================================================
BEAM NO. 7 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. 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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 174227.7 cm^4
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STAAD SPACE -- PAGE NO. 10
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 | |----------------------------------------------------------------|
Cracked Moment of Inertia Iz at above location = 200359.5 cm^4
REQUIRED REINF. STEEL SUMMARY : ------------------------------- SECTION REINF STEEL(+VE/-VE) MOMENTS(+VE/-VE) LOAD(+VE/-VE) ( MM ) (SQ. MM ) (KNS-MET )
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
B E A M N O. 7 D E S I G N R E S U L T S - SHEAR
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
Page 10 of 554D:\DATA BARU\TUGAS UAS PBTS\tugas\RENGGA E. SARVIAN M.anl
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STAAD SPACE -- PAGE NO. 453
====================================================================
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 |
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STAAD SPACE -- PAGE NO. 454
====================================================================
COLUMN NO. 2 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 -2251.92 102.97 595.88 3.85792 --------------------------------------------------------
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 -2251.92 102.97 4.34 0.02811 -------------------------------------------------------- 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 |
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STAAD SPACE -- PAGE NO. 455
====================================================================
COLUMN NO. 4 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 = 7380.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
24 - 20 MM 2.094 10 STA 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 8 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 12003.68 9602.94 4269.56 1184.72 277.5 M0 P-tens. Des.Pn Des.Mn e/h 749.40 -3015.94 163.28 732.49 0.99690 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 12003.68 9602.94 4269.56 1184.72 277.5 M0 P-tens. Des.Pn Des.Mn e/h 749.40 -3015.94 163.28 39.91 0.05432 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 8864.25 700.92 4432.13 1174.16 P0 |* 8125.57 814.17 3693.44 1177.47 | * 7386.88 913.26 2954.75 1147.76 Pn,max|__* 6648.19 995.47 2216.06 1092.63 | * 5909.50 1065.66 1477.38 1010.44 Pn | * 5170.81 1123.42 738.69 895.07 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 8864.25 700.92 4432.13 1174.16 COMPRESSION| * 8125.57 814.17 3693.44 1177.47 Pb|-------*Mb 7386.88 913.26 2954.75 1147.76 | * 6648.19 995.47 2216.06 1092.63 ___________|____*_______ 5909.50 1065.66 1477.38 1010.44 | * M0 Mn, 5170.81 1123.42 738.69 895.07 | * BENDING P-tens|* MOMENT |
Page 455 of 554D:\DATA BARU\TUGAS UAS PBTS\tugas\RENGGA E. SARVIAN M.anl
Monday, July 06, 2015, 02:55 AM
STAAD SPACE -- PAGE NO. 456
====================================================================
COLUMN NO. 5 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 = 7380.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
24 - 20 MM 2.094 10 STA 0.650 (PROVIDE EQUAL NUMBER OF BARS ON EACH FACE) TIE BAR NUMBER 8 SPACING 320.00 MM
COLUMN INTERACTION: MOMENT ABOUT Z -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 12003.68 9602.94 4269.56 1184.72 277.5 M0 P-tens. Des.Pn Des.Mn e/h 749.40 -3015.94 160.94 738.31 1.01944 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- P0 Pn max P-bal. M-bal. e-bal. (MM) 12003.68 9602.94 4269.56 1184.72 277.5 M0 P-tens. Des.Pn Des.Mn e/h 749.40 -3015.94 160.94 20.64 0.02850 -------------------------------------------------------- Pn Mn Pn Mn (@ Z ) | 8864.25 700.92 4432.13 1174.16 P0 |* 8125.57 814.17 3693.44 1177.47 | * 7386.88 913.26 2954.75 1147.76 Pn,max|__* 6648.19 995.47 2216.06 1092.63 | * 5909.50 1065.66 1477.38 1010.44 Pn | * 5170.81 1123.42 738.69 895.07 NOMINAL| * Pn Mn Pn Mn (@ Y ) AXIAL| * 8864.25 700.92 4432.13 1174.16 COMPRESSION| * 8125.57 814.17 3693.44 1177.47 Pb|-------*Mb 7386.88 913.26 2954.75 1147.76 | * 6648.19 995.47 2216.06 1092.63 ___________|____*_______ 5909.50 1065.66 1477.38 1010.44 | * M0 Mn, 5170.81 1123.42 738.69 895.07 | * BENDING P-tens|* MOMENT |
Page 456 of 554D:\DATA BARU\TUGAS UAS PBTS\tugas\RENGGA E. SARVIAN M.anl
Monday, July 06, 2015, 02:55 AM
STAAD SPACE -- PAGE NO. 457
====================================================================
COLUMN NO. 11 DESIGN PER ACI 318-08 - AXIAL + BENDING
FY - 400.0 FC - 30.0 MPA, SQRE SIZE - 500.0 X 500.0 MMS, TIED AREA OF STEEL REQUIRED = 4250.0 SQ. MM
BAR CONFIGURATION REINF PCT. LOAD LOCATION PHI ----------------------------------------------------------
24 - 16 MM 1.930 3 STA 0.900 (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) 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 --------------------------------------------------------
COLUMN INTERACTION: MOMENT ABOUT Y -AXIS (KN-MET)
-------------------------------------------------------- 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 |
Page 457 of 554D:\DATA BARU\TUGAS UAS PBTS\tugas\RENGGA E. SARVIAN M.anl
TUGAS UAS PBTSSoftware licensed to compaq
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
06-Jul-2015 02:14RENGGA E. SARVIAN M.std
Print Time/Date: 06/07/2015 03:03 Print Run 1 of 7STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
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
TUGAS UAS PBTSSoftware licensed to compaq
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
06-Jul-2015 02:14RENGGA E. SARVIAN M.std
Print Time/Date: 06/07/2015 03:03 Print Run 2 of 7STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
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
TUGAS UAS PBTSSoftware licensed to compaq
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
06-Jul-2015 02:14RENGGA E. SARVIAN M.std
Print Time/Date: 06/07/2015 03:03 Print Run 3 of 7STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Cont...Node L/C Force-X
(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
TUGAS UAS PBTSSoftware licensed to compaq
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
06-Jul-2015 02:14RENGGA E. SARVIAN M.std
Print Time/Date: 06/07/2015 03:03 Print Run 4 of 7STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Cont...Node L/C Force-X
(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
TUGAS UAS PBTSSoftware licensed to compaq
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
06-Jul-2015 02:14RENGGA E. SARVIAN M.std
Print Time/Date: 06/07/2015 03:03 Print Run 5 of 7STAAD.Pro V8i (SELECTseries 4) 20.07.09.31
Cont...Node L/C Force-X
(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
PRINT TUGAS UAS PBTS .pdf (p.1-10)DESIGN BALOK BETON .pdf (p.11-15)DESIGN COLUMN .pdf (p.16-20)SUPPORT REACTION.pdf (p.21-25)