Job No Sheet No Rev

1
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Job Information
Engineer Checked Approved

Name: ENGR.PEREZ ENGR.RUTH ENGR.RUTH

Date: 08-May-20

Structure Type SPACE FRAME

Number of Nodes 80 Highest Node 80

Number of Elements 153 Highest Beam 153

Number of Basic Load Cases -2

Number of Combination Load Cases 1

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 DL
Primary 2 LL
Combination 3 1.2DL+1.6LL

Combination Load Cases

Comb. Combination L/C Name Primary Primary L/C Name Factor

3 1.2DL+1.6LL 1 DL 1.20
2 LL 1.60

Section Properties
Prop Section Area Iyy Izz J Material
(cm2) (cm4) (cm4) (cm4)
1 Rect 0.40x0.40 1.6E+3 213E+3 213E+3 360E+3 CONCRETE
2 Rect 0.50x0.40 2E+3 267E+3 417E+3 547E+3 CONCRETE

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 1 of 20
 Job No Sheet No Rev
2
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments

Distances to maxima are given from beam end A.
Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
1 6 5.000 1:DL Max +ve 5.000 0.189 5.000 50.526
Max -ve 0.000 -0.244 2.083 -13.332
2:LL Max +ve 5.000 0.260 5.000 15.254
Max -ve 0.000 -0.322 0.000 -2.204
3:1.2DL+1.6LL Max +ve 5.000 0.644 5.000 85.038
Max -ve 0.000 -0.809 1.667 -8.809
2 7 5.000 1:DL Max +ve 5.000 0.131 5.000 116.792
Max -ve 0.000 -0.104 2.500 -73.422
2:LL Max +ve 5.000 0.120 5.000 80.054
Max -ve 0.000 -0.089 2.500 -54.061
3:1.2DL+1.6LL Max +ve 5.000 0.349 5.000 268.237
Max -ve 0.000 -0.267 2.500 -174.605
3 8 5.000 1:DL Max +ve 0.000 0.095 5.000 117.102
Max -ve 5.000 -0.050 2.500 -64.552
2:LL Max +ve 0.000 0.087 0.000 79.433
Max -ve 5.000 -0.038 2.500 -45.839
3:1.2DL+1.6LL Max +ve 0.000 0.254 5.000 266.745
Max -ve 5.000 -0.121 2.500 -150.805
4 9 5.000 1:DL Max +ve 0.000 0.264 0.000 123.521
Max -ve 5.000 -0.320 2.500 -80.486
2:LL Max +ve 0.000 0.330 0.000 82.921
Max -ve 5.000 -0.392 2.500 -57.027
3:1.2DL+1.6LL Max +ve 0.000 0.844 0.000 280.900
Max -ve 5.000 -1.011 2.500 -187.826
5 11 5.000 1:DL Max +ve 0.000 0.104 5.000 43.570
Max -ve 2.500 -9.871
2:LL Max +ve 0.000 0.158 5.000 9.798
Max -ve 5.000 -0.042
3:1.2DL+1.6LL Max +ve 0.000 0.377 5.000 67.961
Max -ve 5.000 -0.051
6 12 5.000 1:DL Max +ve 0.000 0.521 5.000 115.782
Max -ve 5.000 -0.507 2.500 -73.559
2:LL Max +ve 0.000 0.476 5.000 78.734
Max -ve 5.000 -0.469 2.500 -54.013
3:1.2DL+1.6LL Max +ve 0.000 1.387 5.000 264.913
Max -ve 5.000 -1.360 2.500 -174.692
7 13 5.000 1:DL Max +ve 0.000 0.038 0.000 116.892
Max -ve 5.000 -0.158 2.500 -65.801
2:LL Max +ve 0.000 0.036 0.000 79.763
Max -ve 5.000 -0.152 2.500 -46.822
3:1.2DL+1.6LL Max +ve 0.000 0.104 0.000 267.891
Max -ve 5.000 -0.433 2.500 -153.877
8 14 5.000 1:DL Max +ve 0.000 0.017 0.000 115.989
Max -ve 5.000 -0.050 2.500 -76.588
2:LL Max +ve 5.000 0.015 0.000 76.930
Max -ve 0.000 -0.038 2.500 -54.155
3:1.2DL+1.6LL Max +ve 0.000 262.275
Max -ve 0.000 -0.040 2.500 -178.554

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 2 of 20
 Job No Sheet No Rev
3
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
9 16 5.000 1:DL Max +ve 0.000 0.492 5.000 53.748
Max -ve 5.000 -0.387 2.500 -42.466
2:LL Max +ve 0.000 0.517 5.000 38.743
Max -ve 5.000 -0.412 2.500 -32.262
3:1.2DL+1.6LL Max +ve 0.000 1.418 5.000 126.486
Max -ve 5.000 -1.123 2.500 -102.579
10 17 5.000 1:DL Max +ve 0.000 0.161 0.000 63.559
Max -ve 5.000 -0.175 2.500 -29.964
2:LL Max +ve 0.000 0.145 0.000 48.101
Max -ve 5.000 -0.161 2.500 -22.220
3:1.2DL+1.6LL Max +ve 0.000 0.425 0.000 153.232
Max -ve 5.000 -0.468 2.500 -71.510
11 18 5.000 1:DL Max +ve 0.000 0.096 5.000 53.377
Max -ve 5.000 -0.181 2.500 -33.352
2:LL Max +ve 0.000 0.090 5.000 38.662
Max -ve 5.000 -0.173 2.500 -25.360
3:1.2DL+1.6LL Max +ve 0.000 0.259 5.000 125.912
Max -ve 5.000 -0.493 2.500 -80.598
12 19 5.000 1:DL Max +ve 5.000 0.329 0.000 51.425
Max -ve 0.000 -0.318 2.500 -39.730
2:LL Max +ve 5.000 0.366 0.000 36.590
Max -ve 0.000 -0.348 2.500 -29.725
3:1.2DL+1.6LL Max +ve 5.000 0.979 0.000 120.254
Max -ve 0.000 -0.938 2.500 -95.236
13 1 5.250 1:DL Max +ve 5.250 7.629 5.250 7.608
Max -ve 0.000 -4.236 0.000 -4.163
2:LL Max +ve 5.250 1.271 5.250 1.230
Max -ve 0.000 -1.014 0.000 -0.923
3:1.2DL+1.6LL Max +ve 5.250 11.189 5.250 11.097
Max -ve 0.000 -6.705 0.000 -6.472
14 2 5.250 1:DL Max +ve 5.250 21.690 5.250 14.304
Max -ve 0.000 -11.247 0.000 -7.436
2:LL Max +ve 5.250 18.236 5.250 13.806
Max -ve 0.000 -9.490 0.000 -7.135
3:1.2DL+1.6LL Max +ve 5.250 55.206 5.250 39.254
Max -ve 0.000 -28.680 0.000 -20.339
15 3 5.250 1:DL Max +ve 5.250 39.609 0.000 0.011
Max -ve 0.000 -20.143 5.250 -0.502
2:LL Max +ve 5.250 35.043 0.000 0.010
Max -ve 0.000 -17.835 5.250 -0.465
3:1.2DL+1.6LL Max +ve 5.250 103.599 0.000 0.030
Max -ve 0.000 -52.707 5.250 -1.347
16 4 5.250 1:DL Max +ve 5.250 39.904 5.250 1.786
Max -ve 0.000 -20.222 0.000 -0.986
2:LL Max +ve 5.250 35.120 5.250 1.110
Max -ve 0.000 -17.810 0.000 -0.673
3:1.2DL+1.6LL Max +ve 5.250 104.076 5.250 3.920
Max -ve 0.000 -52.762 0.000 -2.260
17 5 5.250 1:DL Max +ve 5.250 26.830 0.000 13.210

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 3 of 20
 Job No Sheet No Rev
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Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 0.000 -13.622 5.250 -26.658
2:LL Max +ve 5.250 19.071 0.000 9.309
Max -ve 0.000 -9.716 5.250 -18.890
3:1.2DL+1.6LL Max +ve 5.250 62.709 0.000 30.747
Max -ve 0.000 -31.892 5.250 -62.214
18 6 3.250 1:DL Max +ve 3.250 12.606 3.250 12.132
Max -ve 0.000 -15.236 0.000 -14.680
2:LL Max +ve 3.250 0.346
Max -ve 0.000 -1.864 0.000 -1.428
3:1.2DL+1.6LL Max +ve 3.250 15.681 3.250 14.495
Max -ve 0.000 -21.266 0.000 -19.901
19 7 3.250 1:DL Max +ve 3.250 39.860 3.250 34.270
Max -ve 0.000 -44.863 0.000 -33.575
2:LL Max +ve 3.250 34.043 3.250 32.836
Max -ve 0.000 -37.951 0.000 -32.467
3:1.2DL+1.6LL Max +ve 3.250 102.301 3.250 93.662
Max -ve 0.000 -114.558 0.000 -92.238
20 8 3.250 1:DL Max +ve 3.250 76.214 3.250 0.353
Max -ve 0.000 -83.056
2:LL Max +ve 3.250 68.144 3.250 0.327
Max -ve 0.000 -73.774
3:1.2DL+1.6LL Max +ve 3.250 200.487 3.250 0.947
Max -ve 0.000 -217.707
21 9 3.250 1:DL Max +ve 3.250 76.954 3.250 3.252
Max -ve 0.000 -83.700 0.000 -4.741
2:LL Max +ve 3.250 68.429 3.250 1.946
Max -ve 0.000 -73.953 0.000 -3.051
3:1.2DL+1.6LL Max +ve 3.250 201.832 3.250 7.017
Max -ve 0.000 -218.764 0.000 -10.570
22 10 3.250 1:DL Max +ve 3.250 51.531 0.000 54.904
Max -ve 0.000 -56.098 3.250 -50.252
2:LL Max +ve 3.250 36.430 0.000 38.716
Max -ve 0.000 -39.743 3.250 -35.297
3:1.2DL+1.6LL Max +ve 3.250 120.125 0.000 127.831
Max -ve 0.000 -130.906 3.250 -116.778
23 11 3.250 1:DL Max +ve 3.250 35.264 3.250 35.253
Max -ve 0.000 -20.365 0.000 -20.421
2:LL Max +ve 3.250 24.910 3.250 24.906
Max -ve 0.000 -9.621 0.000 -9.670
3:1.2DL+1.6LL Max +ve 3.250 82.172 3.250 82.152
Max -ve 0.000 -39.831 0.000 -39.977
24 12 3.250 1:DL Max +ve 3.250 62.413 3.250 10.031
Max -ve 0.000 -46.583 0.000 -21.616
2:LL Max +ve 3.250 52.205 3.250 9.752
Max -ve 0.000 -39.364 0.000 -20.630
3:1.2DL+1.6LL Max +ve 3.250 158.424 3.250 27.640
Max -ve 0.000 -118.882 0.000 -58.947
25 13 3.250 1:DL Max +ve 3.250 71.511 3.250 3.355
Max -ve 0.000 -70.339 0.000 -0.787

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 4 of 20
 Job No Sheet No Rev
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Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
2:LL Max +ve 3.250 60.689 3.250 3.110
Max -ve 0.000 -61.619 0.000 -0.729
3:1.2DL+1.6LL Max +ve 3.250 182.916 3.250 9.003
Max -ve 0.000 -182.997 0.000 -2.111
26 14 3.250 1:DL Max +ve 3.250 70.131 0.000 1.280
Max -ve 0.000 -70.391 3.250 -2.114
2:LL Max +ve 3.250 59.359 0.000 1.778
Max -ve 0.000 -61.433 3.250 -2.414
3:1.2DL+1.6LL Max +ve 3.250 179.131 0.000 4.381
Max -ve 0.000 -182.763 3.250 -6.399
27 15 3.250 1:DL Max +ve 3.250 42.989 0.000 45.892
Max -ve 0.000 -45.281 3.250 -43.185
2:LL Max +ve 3.250 32.070 0.000 33.283
Max -ve 0.000 -32.718 3.250 -32.259
3:1.2DL+1.6LL Max +ve 3.250 102.899 0.000 108.323
Max -ve 0.000 -106.686 3.250 -103.436
28 26 5.000 1:DL Max +ve 5.000 0.135 5.000 115.094
Max -ve 0.000 -0.194 2.500 -59.527
2:LL Max +ve 5.000 0.174 5.000 95.321
Max -ve 0.000 -0.240 2.500 -49.415
3:1.2DL+1.6LL Max +ve 5.000 0.440 5.000 290.626
Max -ve 0.000 -0.617 2.500 -150.496
29 27 5.000 1:DL Max +ve 0.000 0.053 5.000 179.391
Max -ve 5.000 -0.055 2.500 -112.743
2:LL Max +ve 0.000 0.042 5.000 157.489
Max -ve 5.000 -0.047 2.500 -100.221
3:1.2DL+1.6LL Max +ve 0.000 0.131 5.000 467.251
Max -ve 5.000 -0.141 2.500 -295.645
30 28 5.000 1:DL Max +ve 0.000 0.101 5.000 181.225
Max -ve 5.000 -0.123 2.500 -104.340
2:LL Max +ve 0.000 0.098 5.000 158.084
Max -ve 5.000 -0.120 2.500 -92.431
3:1.2DL+1.6LL Max +ve 0.000 0.277 5.000 470.404
Max -ve 5.000 -0.340 2.500 -273.099
31 29 5.000 1:DL Max +ve 0.000 0.202 0.000 188.370
Max -ve 5.000 -0.257 2.500 -127.222
2:LL Max +ve 0.000 0.237 0.000 163.249
Max -ve 5.000 -0.299 2.500 -112.168
3:1.2DL+1.6LL Max +ve 0.000 0.621 0.000 487.242
Max -ve 5.000 -0.786 2.500 -332.136
32 31 5.000 1:DL Max +ve 0.000 0.398 5.000 103.531
Max -ve 5.000 -0.283 2.500 -55.470
2:LL Max +ve 0.000 0.406 5.000 84.754
Max -ve 5.000 -0.291 2.500 -46.226
3:1.2DL+1.6LL Max +ve 0.000 1.127 5.000 259.843
Max -ve 5.000 -0.806 2.500 -140.525
33 32 5.000 1:DL Max +ve 0.000 0.652 5.000 179.405
Max -ve 5.000 -0.648 2.500 -113.461
2:LL Max +ve 0.000 0.608 5.000 157.181

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 5 of 20
 Job No Sheet No Rev
6
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 5.000 -0.603 2.500 -100.763
3:1.2DL+1.6LL Max +ve 0.000 1.756 5.000 466.776
Max -ve 5.000 -1.744 2.500 -297.374
34 33 5.000 1:DL Max +ve 0.000 0.301 0.000 180.753
Max -ve 5.000 -0.351 2.500 -106.087
2:LL Max +ve 0.000 0.277 0.000 158.430
Max -ve 5.000 -0.321 2.500 -93.927
3:1.2DL+1.6LL Max +ve 0.000 0.804 0.000 470.391
Max -ve 5.000 -0.935 2.500 -277.588
35 34 5.000 1:DL Max +ve 0.000 0.174 0.000 176.289
Max -ve 5.000 -0.220 2.500 -121.476
2:LL Max +ve 0.000 0.132 0.000 152.201
Max -ve 5.000 -0.167 2.500 -107.413
3:1.2DL+1.6LL Max +ve 0.000 0.421 0.000 455.068
Max -ve 5.000 -0.532 2.500 -317.632
36 36 5.000 1:DL Max +ve 0.000 0.518 5.000 95.134
Max -ve 5.000 -0.410 2.500 -74.745
2:LL Max +ve 0.000 0.525 5.000 72.706
Max -ve 5.000 -0.416 2.500 -60.587
3:1.2DL+1.6LL Max +ve 0.000 1.461 5.000 230.490
Max -ve 5.000 -1.157 2.500 -186.634
37 37 5.000 1:DL Max +ve 0.000 0.246 0.000 106.208
Max -ve 5.000 -0.230 2.500 -56.806
2:LL Max +ve 0.000 0.233 0.000 84.633
Max -ve 5.000 -0.217 2.500 -46.385
3:1.2DL+1.6LL Max +ve 0.000 0.668 0.000 262.863
Max -ve 5.000 -0.623 2.500 -142.383
38 38 5.000 1:DL Max +ve 0.000 0.214 5.000 96.108
Max -ve 5.000 -0.219 2.500 -59.906
2:LL Max +ve 0.000 0.195 0.000 76.211
Max -ve 5.000 -0.198 2.500 -49.260
3:1.2DL+1.6LL Max +ve 0.000 0.570 0.000 236.425
Max -ve 5.000 -0.579 2.500 -150.703
39 39 5.000 1:DL Max +ve 5.000 0.138 0.000 92.943
Max -ve 0.000 -0.123 2.500 -72.352
2:LL Max +ve 5.000 0.172 0.000 70.676
Max -ve 0.000 -0.150 2.500 -58.369
3:1.2DL+1.6LL Max +ve 5.000 0.440 0.000 224.614
Max -ve 0.000 -0.387 2.500 -180.213
40 21 5.250 1:DL Max +ve 5.250 14.074 5.250 21.767
Max -ve 0.000 -7.383 0.000 -11.317
2:LL Max +ve 5.250 13.704 5.250 18.302
Max -ve 0.000 -7.154 0.000 -9.549
3:1.2DL+1.6LL Max +ve 5.250 38.814 5.250 55.403
Max -ve 0.000 -20.306 0.000 -28.859
41 22 5.250 1:DL Max +ve 5.250 13.009 5.250 13.485
Max -ve 0.000 -6.844 0.000 -7.114
2:LL Max +ve 5.250 12.608 5.250 12.986
Max -ve 0.000 -6.612 0.000 -6.828

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 6 of 20
 Job No Sheet No Rev
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Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
3:1.2DL+1.6LL Max +ve 5.250 35.783 5.250 36.959
Max -ve 0.000 -18.792 0.000 -19.461
42 23 5.250 1:DL Max +ve 0.000 0.279
Max -ve 5.250 -1.288 5.250 -0.337
2:LL Max +ve 0.000 0.004
Max -ve 5.250 -0.673 5.250 -0.313
3:1.2DL+1.6LL Max +ve 0.000 0.340
Max -ve 5.250 -2.622 5.250 -0.905
43 24 5.250 1:DL Max +ve 0.000 0.646 5.250 2.035
Max -ve 5.250 -1.893 0.000 -1.049
2:LL Max +ve 0.000 0.331 5.250 1.401
Max -ve 5.250 -1.206 0.000 -0.739
3:1.2DL+1.6LL Max +ve 0.000 1.304 5.250 4.684
Max -ve 5.250 -4.202 0.000 -2.441
44 25 5.250 1:DL Max +ve 0.000 0.571 0.000 19.794
Max -ve 5.250 -1.600 5.250 -39.718
2:LL Max +ve 0.000 0.218 0.000 17.407
Max -ve 5.250 -0.826 5.250 -34.943
3:1.2DL+1.6LL Max +ve 0.000 1.034 0.000 51.604
Max -ve 5.250 -3.241 5.250 -103.570
45 26 3.250 1:DL Max +ve 3.250 34.886 3.250 39.363
Max -ve 0.000 -33.907 0.000 -44.177
2:LL Max +ve 3.250 33.406 3.250 33.548
Max -ve 0.000 -32.830 0.000 -37.305
3:1.2DL+1.6LL Max +ve 3.250 95.312 3.250 100.912
Max -ve 0.000 -93.216 0.000 -112.700
46 27 3.250 1:DL Max +ve 3.250 33.832 3.250 33.130
Max -ve 0.000 -31.869 0.000 -31.553
2:LL Max +ve 3.250 32.179 3.250 31.521
Max -ve 0.000 -30.616 0.000 -30.254
3:1.2DL+1.6LL Max +ve 3.250 92.086 3.250 90.190
Max -ve 0.000 -87.229 0.000 -86.270
47 28 3.250 1:DL Max +ve 0.000 1.871 3.250 0.440
Max -ve
2:LL Max +ve 3.250 1.636 3.250 0.408
Max -ve
3:1.2DL+1.6LL Max +ve 3.250 3.759 3.250 1.180
Max -ve
48 29 3.250 1:DL Max +ve 0.000 3.438 3.250 2.702
Max -ve 3.250 -0.668 0.000 -5.008
2:LL Max +ve 0.000 2.114 3.250 1.696
Max -ve 0.000 -3.638
3:1.2DL+1.6LL Max +ve 0.000 7.509 3.250 5.955
Max -ve 3.250 -0.485 0.000 -11.830
49 30 3.250 1:DL Max +ve 0.000 3.185 0.000 82.524
Max -ve 3.250 -1.330 3.250 -75.778
2:LL Max +ve 0.000 1.555 0.000 72.854
Max -ve 3.250 -0.167 3.250 -67.305
3:1.2DL+1.6LL Max +ve 0.000 6.310 0.000 215.595

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 7 of 20
 Job No Sheet No Rev
8
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 3.250 -1.863 3.250 -198.621
50 31 3.250 1:DL Max +ve 3.250 10.801 3.250 62.248
Max -ve 0.000 -22.165 0.000 -46.522
2:LL Max +ve 3.250 10.404 3.250 52.101
Max -ve 0.000 -21.102 0.000 -39.316
3:1.2DL+1.6LL Max +ve 3.250 29.607 3.250 158.060
Max -ve 0.000 -60.360 0.000 -118.732
51 32 3.250 1:DL Max +ve 3.250 12.040 3.250 10.930
Max -ve 0.000 -22.868 0.000 -21.978
2:LL Max +ve 3.250 12.741 3.250 11.602
Max -ve 0.000 -22.278 0.000 -21.442
3:1.2DL+1.6LL Max +ve 3.250 34.834 3.250 31.679
Max -ve 0.000 -63.086 0.000 -60.682
52 33 3.250 1:DL Max +ve 3.250 2.970 3.250 3.252
Max -ve 0.000 -2.952 0.000 -0.912
2:LL Max +ve 3.250 4.428 3.250 3.015
Max -ve 0.000 -3.835 0.000 -0.846
3:1.2DL+1.6LL Max +ve 3.250 10.649 3.250 8.726
Max -ve 0.000 -9.678 0.000 -2.448
53 34 3.250 1:DL Max +ve 3.250 3.030 0.000 2.142
Max -ve 0.000 -2.370 3.250 -2.915
2:LL Max +ve 3.250 4.389 0.000 3.054
Max -ve 0.000 -3.276 3.250 -4.172
3:1.2DL+1.6LL Max +ve 3.250 10.657 0.000 7.456
Max -ve 0.000 -8.086 3.250 -10.173
54 35 3.250 1:DL Max +ve 3.250 1.691 0.000 70.814
Max -ve 0.000 -0.982 3.250 -70.063
2:LL Max +ve 3.250 1.958 0.000 61.835
Max -ve 0.000 -1.466 3.250 -59.346
3:1.2DL+1.6LL Max +ve 3.250 5.162 0.000 183.913
Max -ve 0.000 -3.524 3.250 -179.030
55 46 5.000 1:DL Max +ve 0.000 0.203 5.000 187.773
Max -ve 5.000 -0.190 2.500 -126.150
2:LL Max +ve 0.000 0.249 5.000 162.695
Max -ve 5.000 -0.225 2.500 -111.174
3:1.2DL+1.6LL Max +ve 0.000 0.643 5.000 485.641
Max -ve 5.000 -0.589 2.500 -329.259
56 47 5.000 1:DL Max +ve 0.000 0.116 0.000 181.358
Max -ve 5.000 -0.101 2.500 -105.134
2:LL Max +ve 0.000 0.114 0.000 158.207
Max -ve 5.000 -0.098 2.500 -93.167
3:1.2DL+1.6LL Max +ve 0.000 0.322 0.000 470.761
Max -ve 5.000 -0.279 2.500 -275.229
57 48 5.000 1:DL Max +ve 0.000 0.081 5.000 181.841
Max -ve 5.000 -0.083 2.500 -104.632
2:LL Max +ve 0.000 0.071 5.000 158.655
Max -ve 5.000 -0.070 2.500 -92.701
3:1.2DL+1.6LL Max +ve 0.000 0.211 5.000 472.057
Max -ve 5.000 -0.211 2.500 -273.880

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 8 of 20
 Job No Sheet No Rev
9
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
58 49 5.000 1:DL Max +ve 5.000 0.139 0.000 188.225
Max -ve 0.000 -0.119 2.500 -127.156
2:LL Max +ve 5.000 0.190 0.000 163.114
Max -ve 0.000 -0.159 2.500 -112.107
3:1.2DL+1.6LL Max +ve 5.000 0.472 0.000 486.853
Max -ve 0.000 -0.397 2.500 -331.959
59 51 5.000 1:DL Max +ve 0.000 0.398 5.000 176.314
Max -ve 5.000 -0.284 2.500 -120.639
2:LL Max +ve 0.000 0.332 5.000 152.225
Max -ve 5.000 -0.234 2.500 -106.637
3:1.2DL+1.6LL Max +ve 0.000 1.009 5.000 455.136
Max -ve 5.000 -0.715 2.500 -315.386
60 52 5.000 1:DL Max +ve 0.000 0.638 5.000 180.232
Max -ve 5.000 -0.634 2.500 -106.575
2:LL Max +ve 0.000 0.588 5.000 157.947
Max -ve 5.000 -0.586 2.500 -94.379
3:1.2DL+1.6LL Max +ve 0.000 1.706 5.000 468.993
Max -ve 5.000 -1.698 2.500 -278.897
61 53 5.000 1:DL Max +ve 0.000 0.296 0.000 180.461
Max -ve 5.000 -0.348 2.500 -106.172
2:LL Max +ve 0.000 0.277 0.000 158.159
Max -ve 5.000 -0.327 2.500 -94.006
3:1.2DL+1.6LL Max +ve 0.000 0.799 0.000 469.608
Max -ve 5.000 -0.941 2.500 -277.815
62 54 5.000 1:DL Max +ve 0.000 0.174 0.000 176.378
Max -ve 5.000 -0.223 2.500 -121.429
2:LL Max +ve 0.000 0.190 0.000 152.284
Max -ve 5.000 -0.244 2.500 -107.370
3:1.2DL+1.6LL Max +ve 0.000 0.513 0.000 455.309
Max -ve 5.000 -0.658 2.500 -317.506
63 56 5.000 1:DL Max +ve 5.000 0.017 5.000 92.623
Max -ve 0.000 -0.009 2.500 -72.988
2:LL Max +ve 5.000 0.051 5.000 70.379
Max -ve 0.000 -0.052 2.500 -58.959
3:1.2DL+1.6LL Max +ve 5.000 0.102 5.000 223.753
Max -ve 0.000 -0.094 2.500 -181.919
64 57 5.000 1:DL Max +ve 0.000 0.176 5.000 100.139
Max -ve 5.000 -0.183 2.500 -58.184
2:LL Max +ve 0.000 0.158 5.000 80.598
Max -ve 5.000 -0.166 2.500 -47.662
3:1.2DL+1.6LL Max +ve 0.000 0.465 5.000 249.123
Max -ve 5.000 -0.486 2.500 -146.080
65 58 5.000 1:DL Max +ve 0.000 0.248 0.000 99.773
Max -ve 5.000 -0.278 2.500 -58.506
2:LL Max +ve 0.000 0.233 0.000 80.258
Max -ve 5.000 -0.262 2.500 -47.962
3:1.2DL+1.6LL Max +ve 0.000 0.671 0.000 248.140
Max -ve 5.000 -0.753 2.500 -146.946
66 59 5.000 1:DL Max +ve 0.000 0.305 0.000 92.620

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 9 of 20
 Job No Sheet No Rev
10
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 5.000 -0.393 2.500 -72.621
2:LL Max +ve 0.000 0.318 0.000 70.376
Max -ve 5.000 -0.409 2.500 -58.618
3:1.2DL+1.6LL Max +ve 0.000 0.875 0.000 223.746
Max -ve 5.000 -1.126 2.500 -180.934
67 41 5.250 1:DL Max +ve 5.250 1.534 5.250 39.086
Max -ve 0.000 -1.051 0.000 -19.980
2:LL Max +ve 5.250 0.764 5.250 34.356
Max -ve 0.000 -0.664 0.000 -17.579
3:1.2DL+1.6LL Max +ve 5.250 3.063 5.250 101.873
Max -ve 0.000 -2.325 0.000 -52.101
68 42 5.250 1:DL Max +ve 5.250 1.978
Max -ve 0.000 -1.185 5.250 -0.593
2:LL Max +ve 5.250 1.284
Max -ve 0.000 -0.831 0.000 -0.387
3:1.2DL+1.6LL Max +ve 5.250 4.428
Max -ve 0.000 -2.752 0.000 -0.817
69 43 5.250 1:DL Max +ve 5.250 2.584 5.250 0.240
Max -ve 0.000 -1.417 0.000 -0.368
2:LL Max +ve 5.250 1.874 5.250 0.222
Max -ve 0.000 -1.059 0.000 -0.341
3:1.2DL+1.6LL Max +ve 5.250 6.100 5.250 0.643
Max -ve 0.000 -3.394 0.000 -0.986
70 44 5.250 1:DL Max +ve 5.250 2.489 5.250 2.041
Max -ve 0.000 -1.305 0.000 -1.048
2:LL Max +ve 5.250 1.758 5.250 1.407
Max -ve 0.000 -0.942 0.000 -0.739
3:1.2DL+1.6LL Max +ve 5.250 5.800 5.250 4.701
Max -ve 0.000 -3.072 0.000 -2.440
71 45 5.250 1:DL Max +ve 5.250 2.074 0.000 19.735
Max -ve 0.000 -1.102 5.250 -39.588
2:LL Max +ve 5.250 1.265 0.000 17.352
Max -ve 0.000 -0.711 5.250 -34.822
3:1.2DL+1.6LL Max +ve 5.250 4.512 0.000 51.447
Max -ve 0.000 -2.460 5.250 -103.221
72 46 3.250 1:DL Max +ve 3.250 2.233 3.250 74.902
Max -ve 0.000 -3.590 0.000 -81.241
2:LL Max +ve 3.250 1.004 3.250 66.493
Max -ve 0.000 -1.930 0.000 -71.664
3:1.2DL+1.6LL Max +ve 3.250 4.286 3.250 196.270
Max -ve 0.000 -7.396 0.000 -212.152
73 47 3.250 1:DL Max +ve 3.250 1.656 0.000 1.798
Max -ve 0.000 -3.971
2:LL Max +ve 3.250 0.719 3.250 1.314
Max -ve 0.000 -2.608
3:1.2DL+1.6LL Max +ve 3.250 3.137 0.000 3.217
Max -ve 0.000 -8.939
74 48 3.250 1:DL Max +ve 3.250 1.329 3.250 0.226
Max -ve 0.000 -4.137 0.000 -0.153

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 10 of 20
 Job No Sheet No Rev
11
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
2:LL Max +ve 3.250 0.478 3.250 0.210
Max -ve 0.000 -2.831 0.000 -0.142
3:1.2DL+1.6LL Max +ve 3.250 2.360 3.250 0.607
Max -ve 0.000 -9.494 0.000 -0.411
75 49 3.250 1:DL Max +ve 3.250 1.129 3.250 1.881
Max -ve 0.000 -3.867 0.000 -4.236
2:LL Max +ve 3.250 0.230 3.250 0.935
Max -ve 0.000 -2.511 0.000 -2.922
3:1.2DL+1.6LL Max +ve 3.250 1.723 3.250 3.754
Max -ve 0.000 -8.658 0.000 -9.758
76 50 3.250 1:DL Max +ve 3.250 1.676 0.000 82.993
Max -ve 0.000 -3.495 3.250 -76.325
2:LL Max +ve 3.250 0.487 0.000 73.288
Max -ve 0.000 -1.842 3.250 -67.812
3:1.2DL+1.6LL Max +ve 3.250 2.790 0.000 216.853
Max -ve 0.000 -7.142 3.250 -200.088
77 51 3.250 1:DL Max +ve 3.250 1.731 3.250 69.853
Max -ve 0.000 -69.144
2:LL Max +ve 3.250 1.213 3.250 59.151
Max -ve 0.000 -60.287
3:1.2DL+1.6LL Max +ve 3.250 4.018 3.250 178.466
Max -ve 0.000 -179.432
78 52 3.250 1:DL Max +ve 0.000 1.446 3.250 1.988
Max -ve 0.000 -2.076
2:LL Max +ve 0.000 2.420 3.250 3.313
Max -ve 3.250 -1.334 0.000 -2.992
3:1.2DL+1.6LL Max +ve 0.000 5.608 3.250 7.686
Max -ve 3.250 -1.817 0.000 -7.278
79 53 3.250 1:DL Max +ve 0.000 2.193 3.250 0.276
Max -ve 3.250 -2.482
2:LL Max +ve 0.000 3.131 3.250 0.256
Max -ve 3.250 -3.975
3:1.2DL+1.6LL Max +ve 0.000 7.642 3.250 0.740
Max -ve 3.250 -9.339
80 54 3.250 1:DL Max +ve 0.000 2.199 0.000 1.330
Max -ve 3.250 -2.837 3.250 -1.821
2:LL Max +ve 0.000 3.117 0.000 2.301
Max -ve 3.250 -4.210 3.250 -3.158
3:1.2DL+1.6LL Max +ve 0.000 7.626 0.000 5.277
Max -ve 3.250 -10.142 3.250 -7.239
81 55 3.250 1:DL Max +ve 0.000 0.872 0.000 70.286
Max -ve 3.250 -1.543 3.250 -69.751
2:LL Max +ve 0.000 1.364 0.000 61.345
Max -ve 3.250 -1.821 3.250 -59.057
3:1.2DL+1.6LL Max +ve 0.000 3.229 0.000 182.496
Max -ve 3.250 -4.766 3.250 -178.192
82 66 5.000 1:DL Max +ve 0.000 0.345 5.000 122.553
Max -ve 5.000 -0.286 2.500 -80.253
2:LL Max +ve 0.000 0.415 5.000 82.024

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 11 of 20
 Job No Sheet No Rev
12
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 5.000 -0.350 2.500 -56.811
3:1.2DL+1.6LL Max +ve 0.000 1.079 5.000 278.302
Max -ve 5.000 -0.902 2.500 -187.201
83 67 5.000 1:DL Max +ve 0.000 0.018 0.000 118.496
Max -ve 5.000 -0.032 2.500 -65.021
2:LL Max +ve 0.000 0.009 0.000 80.182
Max -ve 5.000 -0.029 2.500 -46.274
3:1.2DL+1.6LL Max +ve 0.000 0.035 0.000 270.487
Max -ve 5.000 -0.085 2.500 -152.063
84 68 5.000 1:DL Max +ve 0.000 0.050 5.000 117.928
Max -ve 5.000 -0.088 2.500 -64.978
2:LL Max +ve 0.000 0.047 5.000 79.655
Max -ve 5.000 -0.089 2.500 -46.233
3:1.2DL+1.6LL Max +ve 0.000 0.135 5.000 268.962
Max -ve 5.000 -0.249 2.500 -151.947
85 69 5.000 1:DL Max +ve 5.000 0.280 0.000 123.292
Max -ve 0.000 -0.262 2.500 -80.390
2:LL Max +ve 5.000 0.355 0.000 82.709
Max -ve 0.000 -0.327 2.500 -56.937
3:1.2DL+1.6LL Max +ve 5.000 0.904 0.000 280.285
Max -ve 0.000 -0.838 2.500 -187.568
86 71 5.000 1:DL Max +ve 0.000 0.112 5.000 115.657
Max -ve 5.000 -0.032 2.500 -76.446
2:LL Max +ve 0.000 0.043 5.000 76.622
Max -ve 2.500 -54.023
3:1.2DL+1.6LL Max +ve 0.000 0.203 5.000 261.383
Max -ve 2.500 -178.172
87 72 5.000 1:DL Max +ve 0.000 0.393 5.000 115.941
Max -ve 5.000 -0.377 2.500 -66.015
2:LL Max +ve 0.000 0.370 5.000 78.881
Max -ve 5.000 -0.351 2.500 -47.020
3:1.2DL+1.6LL Max +ve 0.000 1.063 5.000 265.339
Max -ve 5.000 -1.013 2.500 -154.450
88 73 5.000 1:DL Max +ve 0.000 0.076 0.000 116.318
Max -ve 5.000 -0.160 2.500 -65.988
2:LL Max +ve 0.000 0.070 0.000 79.230
Max -ve 5.000 -0.142 2.500 -46.995
3:1.2DL+1.6LL Max +ve 0.000 0.203 0.000 266.350
Max -ve 5.000 -0.419 2.500 -154.377
89 74 5.000 1:DL Max +ve 0.000 0.014 0.000 116.069
Max -ve 5.000 -0.053 2.500 -76.516
2:LL Max +ve 0.000 0.067 0.000 77.004
Max -ve 5.000 -0.110 2.500 -54.089
3:1.2DL+1.6LL Max +ve 0.000 0.125 0.000 262.489
Max -ve 5.000 -0.239 2.500 -178.362
90 76 5.000 1:DL Max +ve 5.000 0.259 5.000 50.888
Max -ve 0.000 -0.276 2.500 -40.127
2:LL Max +ve 5.000 0.293 5.000 36.092
Max -ve 0.000 -0.317 2.500 -30.094

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 12 of 20
 Job No Sheet No Rev
13
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
3:1.2DL+1.6LL Max +ve 5.000 0.779 5.000 118.814
Max -ve 0.000 -0.837 2.500 -96.303
91 77 5.000 1:DL Max +ve 0.000 0.154 5.000 55.340
Max -ve 5.000 -0.112 2.500 -31.685
2:LL Max +ve 0.000 0.148 5.000 40.281
Max -ve 5.000 -0.105 2.500 -23.815
3:1.2DL+1.6LL Max +ve 0.000 0.422 5.000 130.857
Max -ve 5.000 -0.302 2.500 -76.126
92 78 5.000 1:DL Max +ve 0.000 0.124 0.000 55.421
Max -ve 5.000 -0.127 2.500 -31.712
2:LL Max +ve 0.000 0.114 0.000 40.356
Max -ve 5.000 -0.113 2.500 -23.840
3:1.2DL+1.6LL Max +ve 0.000 0.330 0.000 131.074
Max -ve 5.000 -0.333 2.500 -76.198
93 79 5.000 1:DL Max +ve 0.000 0.362 0.000 51.042
Max -ve 5.000 -0.451 2.500 -40.096
2:LL Max +ve 0.000 0.389 0.000 36.235
Max -ve 5.000 -0.479 2.500 -30.064
3:1.2DL+1.6LL Max +ve 0.000 1.056 0.000 119.226
Max -ve 5.000 -1.308 2.500 -96.218
94 61 5.250 1:DL Max +ve 0.000 12.851 5.250 27.021
Max -ve 5.250 -26.318 0.000 -13.897
2:LL Max +ve 0.000 9.001 5.250 19.227
Max -ve 5.250 -18.596 0.000 -9.946
3:1.2DL+1.6LL Max +ve 0.000 29.823 5.250 63.188
Max -ve 5.250 -61.334 0.000 -32.589
95 62 5.250 1:DL Max +ve 0.000 19.493 0.000 0.082
Max -ve 5.250 -39.443 5.250 -0.979
2:LL Max +ve 0.000 17.134
Max -ve 5.250 -34.693 5.250 -0.362
3:1.2DL+1.6LL Max +ve 0.000 50.806
Max -ve 5.250 -102.839 5.250 -1.754
96 63 5.250 1:DL Max +ve 0.000 19.901 5.250 0.392
Max -ve 5.250 -40.118 0.000 -0.455
2:LL Max +ve 0.000 17.611 5.250 0.364
Max -ve 5.250 -35.514 0.000 -0.422
3:1.2DL+1.6LL Max +ve 0.000 52.059 5.250 1.053
Max -ve 5.250 -104.963 0.000 -1.221
97 64 5.250 1:DL Max +ve 0.000 19.660 5.250 1.847
Max -ve 5.250 -39.504 0.000 -1.033
2:LL Max +ve 0.000 17.289 5.250 1.167
Max -ve 5.250 -34.749 0.000 -0.717
3:1.2DL+1.6LL Max +ve 0.000 51.254 5.250 4.083
Max -ve 5.250 -103.002 0.000 -2.387
98 65 5.250 1:DL Max +ve 0.000 13.140 0.000 13.077
Max -ve 5.250 -26.455 5.250 -26.418
2:LL Max +ve 0.000 9.268 0.000 9.186
Max -ve 5.250 -18.723 5.250 -18.667
3:1.2DL+1.6LL Max +ve 0.000 30.598 0.000 30.391

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 13 of 20
 Job No Sheet No Rev
14
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 5.250 -61.703 5.250 -61.570
99 66 3.250 1:DL Max +ve 0.000 54.596 3.250 51.296
Max -ve 3.250 -49.711 0.000 -55.690
2:LL Max +ve 0.000 38.352 3.250 36.265
Max -ve 3.250 -34.743 0.000 -39.444
3:1.2DL+1.6LL Max +ve 0.000 126.878 3.250 119.579
Max -ve 3.250 -115.241 0.000 -129.938
100 67 3.250 1:DL Max +ve 0.000 82.511 0.000 2.999
Max -ve 3.250 -75.467 3.250 -1.394
2:LL Max +ve 0.000 72.851 0.000 1.436
Max -ve 3.250 -67.051 3.250 -0.224
3:1.2DL+1.6LL Max +ve 0.000 215.575 0.000 5.897
Max -ve 3.250 -197.842 3.250 -2.031
101 68 3.250 1:DL Max +ve 0.000 84.657 3.250 0.264
Max -ve 3.250 -77.474 0.000 -0.225
2:LL Max +ve 0.000 75.258 3.250 0.245
Max -ve 3.250 -69.312 0.000 -0.209
3:1.2DL+1.6LL Max +ve 0.000 222.001 3.250 0.708
Max -ve 3.250 -203.867 0.000 -0.604
102 69 3.250 1:DL Max +ve 0.000 83.653 3.250 2.069
Max -ve 3.250 -76.796 0.000 -3.621
2:LL Max +ve 0.000 73.909 3.250 0.849
Max -ve 3.250 -68.283 0.000 -2.013
3:1.2DL+1.6LL Max +ve 0.000 218.638 3.250 3.841
Max -ve 3.250 -201.409 0.000 -7.566
103 70 3.250 1:DL Max +ve 0.000 55.971 0.000 55.586
Max -ve 3.250 -51.319 3.250 -51.036
2:LL Max +ve 0.000 39.626 0.000 39.348
Max -ve 3.250 -36.233 3.250 -36.024
3:1.2DL+1.6LL Max +ve 0.000 130.566 0.000 129.660
Max -ve 3.250 -119.556 3.250 -118.881
104 71 3.250 1:DL Max +ve 0.000 46.432 3.250 43.034
Max -ve 3.250 -44.493 0.000 -45.234
2:LL Max +ve 0.000 33.785 3.250 32.119
Max -ve 3.250 -33.465 0.000 -32.672
3:1.2DL+1.6LL Max +ve 0.000 109.774 3.250 103.030
Max -ve 3.250 -106.935 0.000 -106.555
105 72 3.250 1:DL Max +ve 0.000 71.435 3.250 0.928
Max -ve 3.250 -71.413 0.000 -0.437
2:LL Max +ve 0.000 62.401 3.250 1.314
Max -ve 3.250 -60.547 0.000 -0.996
3:1.2DL+1.6LL Max +ve 0.000 185.563 3.250 3.216
Max -ve 3.250 -182.571 0.000 -2.118
106 73 3.250 1:DL Max +ve 0.000 71.548 3.250 0.138
Max -ve 3.250 -71.580 0.000 -0.088
2:LL Max +ve 0.000 62.739 3.250 0.128
Max -ve 3.250 -60.754 0.000 -0.081
3:1.2DL+1.6LL Max +ve 0.000 186.239 3.250 0.371
Max -ve 3.250 -183.103 0.000 -0.235

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 14 of 20
 Job No Sheet No Rev
15
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
107 74 3.250 1:DL Max +ve 0.000 70.352 0.000 0.217
Max -ve 3.250 -69.960 3.250 -0.692
2:LL Max +ve 0.000 61.397 0.000 0.792
Max -ve 3.250 -59.200 3.250 -1.095
3:1.2DL+1.6LL Max +ve 0.000 182.657 0.000 1.528
Max -ve 3.250 -178.673 3.250 -2.582
108 75 3.250 1:DL Max +ve 0.000 45.241 0.000 45.184
Max -ve 3.250 -42.894 3.250 -42.807
2:LL Max +ve 0.000 32.681 0.000 32.626
Max -ve 3.250 -31.982 3.250 -31.909
3:1.2DL+1.6LL Max +ve 0.000 106.579 0.000 106.423
Max -ve 3.250 -102.644 3.250 -102.422
109 6 5.000 1:DL Max +ve 0.000 0.257 5.000 49.717
Max -ve 5.000 -0.201 2.083 -13.348
2:LL Max +ve 0.000 0.338 5.000 14.657
Max -ve 5.000 -0.276 0.000 -1.752
3:1.2DL+1.6LL Max +ve 0.000 0.849 5.000 83.111
Max -ve 5.000 -0.684 1.667 -8.528
110 7 5.000 1:DL Max +ve 0.000 0.214 5.000 114.258
Max -ve 5.000 -0.163 2.500 -59.732
2:LL Max +ve 0.000 0.269 5.000 94.648
Max -ve 5.000 -0.212 2.500 -49.574
3:1.2DL+1.6LL Max +ve 0.000 0.687 5.000 288.546
Max -ve 5.000 -0.535 2.500 -150.997
111 8 5.000 1:DL Max +ve 5.000 0.053 5.000 187.538
Max -ve 0.000 -0.030 2.500 -126.776
2:LL Max +ve 5.000 0.049 5.000 162.692
Max -ve 0.000 -0.028 2.500 -111.839
3:1.2DL+1.6LL Max +ve 5.000 0.141 5.000 485.352
Max -ve 0.000 -0.081 2.500 -331.075
112 9 5.000 1:DL Max +ve 5.000 0.248 5.000 186.891
Max -ve 0.000 -0.293 2.500 -127.241
2:LL Max +ve 5.000 0.291 5.000 161.978
Max -ve 0.000 -0.342 2.500 -112.155
3:1.2DL+1.6LL Max +ve 5.000 0.762 5.000 483.434
Max -ve 0.000 -0.899 2.500 -332.138
113 10 5.000 1:DL Max +ve 5.000 0.281 5.000 122.177
Max -ve 0.000 -0.325 2.500 -80.475
2:LL Max +ve 5.000 0.350 5.000 81.827
Max -ve 0.000 -0.401 2.500 -56.969
3:1.2DL+1.6LL Max +ve 5.000 0.896 5.000 277.536
Max -ve 0.000 -1.031 2.500 -187.721
114 11 5.000 1:DL Max +ve 5.000 43.346
Max -ve 0.000 -0.098 2.500 -9.768
2:LL Max +ve 5.000 0.050 5.000 9.632
Max -ve 0.000 -0.155
3:1.2DL+1.6LL Max +ve 5.000 0.071 5.000 67.427
Max -ve 0.000 -0.366
115 12 5.000 1:DL Max +ve 5.000 0.313 5.000 103.402

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 15 of 20
 Job No Sheet No Rev
16
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 0.000 -0.421 2.500 -55.310
2:LL Max +ve 5.000 0.325 5.000 84.611
Max -ve 0.000 -0.432 2.500 -46.102
3:1.2DL+1.6LL Max +ve 5.000 0.896 5.000 259.461
Max -ve 0.000 -1.196 2.500 -140.135
116 13 5.000 1:DL Max +ve 5.000 0.335 5.000 176.610
Max -ve 0.000 -0.453 2.500 -120.641
2:LL Max +ve 5.000 0.311 5.000 152.550
Max -ve 0.000 -0.420 2.500 -106.764
3:1.2DL+1.6LL Max +ve 5.000 0.899 5.000 456.012
Max -ve 0.000 -1.215 2.500 -315.591
117 14 5.000 1:DL Max +ve 5.000 0.124 5.000 175.972
Max -ve 0.000 -0.171 2.500 -121.201
2:LL Max +ve 5.000 0.079 5.000 151.884
Max -ve 0.000 -0.116 2.500 -107.182
3:1.2DL+1.6LL Max +ve 5.000 0.274 5.000 454.181
Max -ve 0.000 -0.391 2.500 -316.932
118 15 5.000 1:DL Max +ve 5.000 115.668
Max -ve 0.000 -0.056 2.500 -76.399
2:LL Max +ve 0.000 0.012 5.000 76.674
Max -ve 5.000 -0.061 2.500 -53.985
3:1.2DL+1.6LL Max +ve 5.000 261.480
Max -ve 5.000 -0.105 2.500 -178.054
119 16 5.000 1:DL Max +ve 5.000 0.403 5.000 54.140
Max -ve 0.000 -0.499 2.500 -42.265
2:LL Max +ve 5.000 0.428 5.000 39.071
Max -ve 0.000 -0.524 2.500 -32.091
3:1.2DL+1.6LL Max +ve 5.000 1.168 5.000 127.482
Max -ve 0.000 -1.436 2.500 -102.064
120 17 5.000 1:DL Max +ve 5.000 0.467 5.000 95.662
Max -ve 0.000 -0.560 2.500 -74.511
2:LL Max +ve 5.000 0.476 5.000 73.370
Max -ve 0.000 -0.568 2.500 -60.306
3:1.2DL+1.6LL Max +ve 5.000 1.321 5.000 232.188
Max -ve 0.000 -1.580 2.500 -185.902
121 18 5.000 1:DL Max +ve 5.000 0.231 5.000 93.716
Max -ve 0.000 -0.294 2.500 -73.217
2:LL Max +ve 5.000 0.214 5.000 71.563
Max -ve 0.000 -0.273 2.500 -59.043
3:1.2DL+1.6LL Max +ve 5.000 0.620 5.000 226.960
Max -ve 0.000 -0.790 2.500 -182.329
122 19 5.000 1:DL Max +ve 0.000 0.129 5.000 92.954
Max -ve 5.000 -0.112 2.500 -72.460
2:LL Max +ve 0.000 0.168 5.000 70.859
Max -ve 5.000 -0.147 2.500 -58.405
3:1.2DL+1.6LL Max +ve 0.000 0.424 5.000 224.919
Max -ve 5.000 -0.370 2.500 -180.399
123 20 5.000 1:DL Max +ve 0.000 0.340 5.000 51.307
Max -ve 5.000 -0.319 2.500 -39.884

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 16 of 20
 Job No Sheet No Rev
17
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
2:LL Max +ve 0.000 0.377 5.000 36.445
Max -ve 5.000 -0.351 2.500 -29.884
3:1.2DL+1.6LL Max +ve 0.000 1.010 5.000 119.882
Max -ve 5.000 -0.944 2.500 -95.675
124 26 5.000 1:DL Max +ve 0.000 0.092 5.000 119.842
Max -ve 5.000 -0.183 2.500 -72.242
2:LL Max +ve 0.000 0.071 5.000 81.756
Max -ve 5.000 -0.184 2.500 -53.368
3:1.2DL+1.6LL Max +ve 0.000 0.223 5.000 274.620
Max -ve 5.000 -0.514 2.500 -172.079
125 27 5.000 1:DL Max +ve 5.000 0.056 5.000 183.284
Max -ve 0.000 -0.075 2.500 -111.290
2:LL Max +ve 5.000 0.049 5.000 160.227
Max -ve 0.000 -0.072 2.500 -99.192
3:1.2DL+1.6LL Max +ve 5.000 0.146 5.000 476.303
Max -ve 0.000 -0.206 2.500 -292.254
126 28 5.000 1:DL Max +ve 5.000 0.098 5.000 181.342
Max -ve 0.000 -0.100 2.500 -103.550
2:LL Max +ve 5.000 0.091 5.000 158.458
Max -ve 0.000 -0.093 2.500 -91.986
3:1.2DL+1.6LL Max +ve 5.000 0.262 5.000 471.143
Max -ve 0.000 -0.269 2.500 -271.437
127 29 5.000 1:DL Max +ve 5.000 0.086 0.000 181.297
Max -ve 0.000 -0.068 2.500 -103.288
2:LL Max +ve 5.000 0.082 0.000 158.385
Max -ve 0.000 -0.061 2.500 -91.773
3:1.2DL+1.6LL Max +ve 5.000 0.234 0.000 470.972
Max -ve 0.000 -0.179 2.500 -270.783
128 30 5.000 1:DL Max +ve 5.000 0.079 0.000 117.517
Max -ve 2.500 -63.824
2:LL Max +ve 5.000 0.087 0.000 79.601
Max -ve 2.500 -45.564
3:1.2DL+1.6LL Max +ve 5.000 0.234 0.000 268.382
Max -ve 2.500 -149.490
129 31 5.000 1:DL Max +ve 5.000 0.477 5.000 114.528
Max -ve 0.000 -0.476 2.500 -73.725
2:LL Max +ve 5.000 0.452 5.000 77.251
Max -ve 0.000 -0.432 2.500 -54.321
3:1.2DL+1.6LL Max +ve 5.000 1.296 5.000 261.036
Max -ve 0.000 -1.262 2.500 -175.383
130 32 5.000 1:DL Max +ve 5.000 0.615 5.000 176.842
Max -ve 0.000 -0.614 2.500 -114.006
2:LL Max +ve 5.000 0.572 5.000 154.581
Max -ve 0.000 -0.567 2.500 -101.383
3:1.2DL+1.6LL Max +ve 5.000 1.652 5.000 459.540
Max -ve 0.000 -1.644 2.500 -299.020
131 33 5.000 1:DL Max +ve 5.000 0.609 5.000 177.734
Max -ve 0.000 -0.608 2.500 -107.124
2:LL Max +ve 5.000 0.565 5.000 155.431

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 17 of 20
 Job No Sheet No Rev
18
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 0.000 -0.563 2.500 -94.981
3:1.2DL+1.6LL Max +ve 5.000 1.634 5.000 461.970
Max -ve 0.000 -1.631 2.500 -280.518
132 34 5.000 1:DL Max +ve 5.000 0.425 0.000 177.719
Max -ve 0.000 -0.427 2.500 -106.784
2:LL Max +ve 5.000 0.393 0.000 155.394
Max -ve 0.000 -0.397 2.500 -94.689
3:1.2DL+1.6LL Max +ve 5.000 1.139 0.000 461.894
Max -ve 0.000 -1.147 2.500 -279.643
133 35 5.000 1:DL Max +ve 5.000 0.270 0.000 115.119
Max -ve 0.000 -0.275 2.500 -66.156
2:LL Max +ve 5.000 0.241 0.000 77.799
Max -ve 0.000 -0.264 2.500 -47.305
3:1.2DL+1.6LL Max +ve 5.000 0.710 0.000 262.621
Max -ve 0.000 -0.753 2.500 -155.076
134 36 5.000 1:DL Max +ve 5.000 0.242 0.000 64.702
Max -ve 0.000 -0.118 2.500 -30.669
2:LL Max +ve 5.000 0.234 0.000 49.028
Max -ve 0.000 -0.099 2.500 -22.906
3:1.2DL+1.6LL Max +ve 5.000 0.665 0.000 156.087
Max -ve 0.000 -0.299 2.500 -73.453
135 37 5.000 1:DL Max +ve 5.000 0.218 0.000 107.900
Max -ve 0.000 -0.194 2.500 -57.889
2:LL Max +ve 5.000 0.204 0.000 86.500
Max -ve 0.000 -0.178 2.500 -47.886
3:1.2DL+1.6LL Max +ve 5.000 0.588 0.000 267.880
Max -ve 0.000 -0.518 2.500 -146.085
136 38 5.000 1:DL Max +ve 5.000 0.214 0.000 96.655
Max -ve 0.000 -0.213 2.500 -59.162
2:LL Max +ve 5.000 0.199 0.000 76.003
Max -ve 0.000 -0.198 2.500 -49.139
3:1.2DL+1.6LL Max +ve 5.000 0.575 0.000 237.590
Max -ve 0.000 -0.572 2.500 -149.617
137 39 5.000 1:DL Max +ve 5.000 0.164 0.000 96.239
Max -ve 0.000 -0.188 2.500 -59.451
2:LL Max +ve 5.000 0.150 0.000 75.691
Max -ve 0.000 -0.176 2.500 -49.335
3:1.2DL+1.6LL Max +ve 5.000 0.438 0.000 236.592
Max -ve 0.000 -0.507 2.500 -150.277
138 40 5.000 1:DL Max +ve 5.000 0.007 0.000 52.815
Max -ve 0.000 -0.134 2.500 -32.422
2:LL Max +ve 0.000 38.008
Max -ve 0.000 -0.135 2.500 -24.531
3:1.2DL+1.6LL Max +ve 5.000 0.003 0.000 124.191
Max -ve 0.000 -0.376 2.500 -78.156
139 46 5.000 1:DL Max +ve 5.000 0.357 0.000 124.787
Max -ve 0.000 -0.353 2.500 -80.179
2:LL Max +ve 5.000 0.430 0.000 84.247
Max -ve 0.000 -0.417 2.500 -56.695

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 18 of 20
 Job No Sheet No Rev
19
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
3:1.2DL+1.6LL Max +ve 5.000 1.117 0.000 284.540
Max -ve 0.000 -1.092 2.500 -186.927
140 47 5.000 1:DL Max +ve 5.000 0.308 0.000 189.195
Max -ve 0.000 -0.259 2.500 -127.050
2:LL Max +ve 5.000 0.356 0.000 164.114
Max -ve 0.000 -0.301 2.500 -111.978
3:1.2DL+1.6LL Max +ve 5.000 0.939 0.000 489.617
Max -ve 0.000 -0.791 2.500 -331.624
141 48 5.000 1:DL Max +ve 5.000 0.105 0.000 188.270
Max -ve 0.000 -0.085 2.500 -127.707
2:LL Max +ve 5.000 0.097 0.000 163.371
Max -ve 0.000 -0.078 2.500 -112.702
3:1.2DL+1.6LL Max +ve 5.000 0.281 0.000 487.318
Max -ve 0.000 -0.227 2.500 -333.572
142 49 5.000 1:DL Max +ve 0.000 0.144 0.000 187.443
Max -ve 5.000 -0.161 2.500 -127.342
2:LL Max +ve 0.000 0.194 0.000 162.490
Max -ve 5.000 -0.219 2.500 -112.249
3:1.2DL+1.6LL Max +ve 0.000 0.484 0.000 484.915
Max -ve 5.000 -0.543 2.500 -332.409
143 50 5.000 1:DL Max +ve 0.000 0.277 0.000 122.609
Max -ve 5.000 -0.297 2.500 -80.526
2:LL Max +ve 0.000 0.347 0.000 82.227
Max -ve 5.000 -0.375 2.500 -57.016
3:1.2DL+1.6LL Max +ve 0.000 0.887 0.000 278.694
Max -ve 5.000 -0.956 2.500 -187.857
144 51 5.000 1:DL Max +ve 5.000 0.110 0.000 116.714
Max -ve 0.000 -0.004 2.500 -76.217
2:LL Max +ve 0.000 0.053 0.000 77.644
Max -ve 2.500 -53.817
3:1.2DL+1.6LL Max +ve 5.000 0.194 0.000 264.286
Max -ve 2.500 -177.567
145 52 5.000 1:DL Max +ve 5.000 0.370 0.000 176.848
Max -ve 0.000 -0.298 2.500 -121.109
2:LL Max +ve 5.000 0.301 0.000 152.696
Max -ve 0.000 -0.241 2.500 -107.097
3:1.2DL+1.6LL Max +ve 5.000 0.925 0.000 456.532
Max -ve 0.000 -0.743 2.500 -316.685
146 53 5.000 1:DL Max +ve 5.000 0.397 0.000 176.875
Max -ve 0.000 -0.313 2.500 -121.365
2:LL Max +ve 5.000 0.368 0.000 152.795
Max -ve 0.000 -0.290 2.500 -107.434
3:1.2DL+1.6LL Max +ve 5.000 1.065 0.000 456.722
Max -ve 0.000 -0.840 2.500 -317.532
147 54 5.000 1:DL Max +ve 5.000 0.173 0.000 176.300
Max -ve 0.000 -0.121 2.500 -121.252
2:LL Max +ve 5.000 0.203 0.000 152.188
Max -ve 0.000 -0.148 2.500 -107.230
3:1.2DL+1.6LL Max +ve 5.000 0.533 0.000 455.060

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 19 of 20
 Job No Sheet No Rev
20
Part
Software licensed to
Job Title DESIGN OF BEAMS AND COLUMNS USING STAAD PRO. Ref

By ENGR.PEREZ Date08-May-20 Chd ENGR.RUTH

Client Frederick P. Perez II File Plate No.6.std Date/Time 09-May-2020 18:03

Beam Maximum Moments Cont...

Beam Node A Length L/C d Max My d Max Mz
(m) (m) (kNm) (m) (kNm)
Max -ve 0.000 -0.382 2.500 -317.071
148 55 5.000 1:DL Max +ve 5.000 0.054 0.000 115.904
Max -ve 2.500 -76.418
2:LL Max +ve 5.000 0.114 0.000 76.893
Max -ve 0.000 -0.048 2.500 -54.003
3:1.2DL+1.6LL Max +ve 5.000 0.248 0.000 262.114
Max -ve 0.000 -0.066 2.500 -178.106
149 56 5.000 1:DL Max +ve 0.000 0.303 0.000 46.325
Max -ve 5.000 -0.288 2.500 -41.609
2:LL Max +ve 0.000 0.336 0.000 31.827
Max -ve 5.000 -0.328 2.500 -31.483
3:1.2DL+1.6LL Max +ve 0.000 0.901 0.000 106.513
Max -ve 5.000 -0.871 2.500 -100.304
150 57 5.000 1:DL Max +ve 0.000 0.063 0.000 88.342
Max -ve 5.000 -0.073 2.500 -74.025
2:LL Max +ve 0.000 0.102 0.000 66.584
Max -ve 5.000 -0.117 2.500 -59.855
3:1.2DL+1.6LL Max +ve 0.000 0.239 0.000 212.544
Max -ve 5.000 -0.275 2.500 -184.598
151 58 5.000 1:DL Max +ve 5.000 0.255 0.000 93.284
Max -ve 0.000 -0.216 2.500 -73.045
2:LL Max +ve 5.000 0.236 0.000 71.162
Max -ve 0.000 -0.200 2.500 -58.884
3:1.2DL+1.6LL Max +ve 5.000 0.684 0.000 225.800
Max -ve 0.000 -0.580 2.500 -181.869
152 59 5.000 1:DL Max +ve 5.000 0.473 0.000 93.064
Max -ve 0.000 -0.408 2.500 -72.441
2:LL Max +ve 5.000 0.487 0.000 70.961
Max -ve 0.000 -0.421 2.500 -58.388
3:1.2DL+1.6LL Max +ve 5.000 1.346 0.000 225.215
Max -ve 0.000 -1.162 2.500 -180.350
153 60 5.000 1:DL Max +ve 5.000 0.457 0.000 51.381
Max -ve 0.000 -0.393 2.500 -39.892
2:LL Max +ve 5.000 0.485 0.000 36.514
Max -ve 0.000 -0.419 2.500 -29.892
3:1.2DL+1.6LL Max +ve 5.000 1.326 0.000 120.080
Max -ve 0.000 -1.142 2.500 -95.697

Print Time/Date: 09/05/2020 18:10 STAAD.Pro V8i (SELECTseries 6) 20.07.11.33 Print Run 20 of 20