RIGID FRAME ANALYSIS By Gary Argraves - Ver. 8809.08 ===================================================== RIGID FRAME ANALYSIS By Gary Argraves - 8701.15 Project Designation ? Frame, 1 story by 3 bays Date: 27-6-25 09:09:42 ___INPUT FRAME SIZE___ How many Stories ? 1 How many Portals ? 3 ___INPUT FRAME GEOMETRY (units=feet)___ Input story heights. Story # 1 ? 12.00 Total height= 12.00 Input beam lengths. Beam # 1 ? 24.00 Beam # 2 ? 30.00 Beam # 3 ? 24.00 Total length= 78.00 Page width (pixels) = 1800 ? Page height (pixels) = 1100 ? Plot Scale Length (ft/in) = 15 ? Plot Scale Moment (kip-ft/inch) = 150 ? ___INPUT MEMBER SIZES - Moment of Inertia (I) (units=inch^4)___ STORY # 1 --------- Beam # 1 ? 290.00 Beam # 2 ? 941.00 Beam # 3 ? 290.00 Column # 1 ? 146.00 Column # 2 ? 227.00 Column # 3 ? 227.00 Column # 4 ? 146.00 ___BASE JOINT TYPE___ 1. Fixed 2. Pinned Enter 1 or 2 ? 1 ___________ MACRO LOAD DEFINITION ____________ +-A--+---C---+ W ! #########--W \ ====================== -- Story 2 -+-#I I I I | #I I I I C--| #I I I I | #====================== -- Story 1 -+-#I I I I A--| I P1 I P2 I P3 I __|__I______I______I______I___ Ground S=0 :Lateral Load S=-1 :Next Macro Definition S>0 :Gravity Load S=-2 :Quit Macro Definition Macro # 1 Load # 1 --------- -------- Enter Story # S=? 0 Intensity W=? 40.00 Location A=? 11.90 Length C=? 0.10 Macro # 1 Load # 2 --------- -------- Enter Story # S=? -1 Macro # 2 Load # 2 --------- -------- Enter Story # S=? 1 Intensity W=? 1.50 Location A=? 0.00 Length C=? 24.00 Macro # 2 Load # 3 --------- -------- Enter Story # S=? 1 Intensity W=? 2.40 Location A=? 24.00 Length C=? 30.00 Macro # 2 Load # 4 --------- -------- Enter Story # S=? 1 Intensity W=? 1.50 Location A=? 54.00 Length C=? 24.00 Macro # 2 Load # 5 --------- -------- Enter Story # S=? -2 ___APPLY LOADS TO FRAME___ # > 0 :Macro Loading # < 0 :Single Load # = 0 :Quit loading Enter Loading Designation ? WIND LOADING Enter # ? 1 Enter # ? 0 Beam Moment-L Moment-R Shears-L Shears-R (#) (Kip-ft) (Kip-ft) (Kips) (Kips) ---- -------- -------- ------ ------ Story 1 1 -3.236 -2.562 -0.242 0.242 2 -4.885 -4.868 -0.325 0.325 3 -2.600 -3.331 -0.247 0.247 Column Moment Shears Axial (#) (Kip-ft) (Kips) (Kips) ---- -------- ------ ------ Story 1 1 3.236 -3.318 -0.242 4.747 -0.682 2 7.448 1.323 -0.084 8.433 -1.323 3 7.468 1.326 0.078 8.443 -1.326 4 3.331 0.669 0.247 4.694 -0.669
WIND LOADING

Moment
story=1 beam=1
0.0 -3.236
0.5 -3.115
1.0 -2.994
1.5 -2.873
2.0 -2.753
2.5 -2.632
3.0 -2.511
3.5 -2.390
4.0 -2.269
4.5 -2.149
5.0 -2.028
5.5 -1.907
6.0 -1.786
6.5 -1.665
7.0 -1.545
7.5 -1.424
8.0 -1.303
8.5 -1.182
9.0 -1.062
9.5 -0.941
10.0 -0.820
10.5 -0.699
11.0 -0.578
11.5 -0.458
12.0 -0.337
12.5 -0.216
13.0 -0.095
13.5 0.026
14.0 0.146
14.5 0.267
15.0 0.388
15.5 0.509
16.0 0.630
16.5 0.750
17.0 0.871
17.5 0.992
18.0 1.113
18.5 1.233
19.0 1.354
19.5 1.475
20.0 1.596
20.5 1.717
21.0 1.837
21.5 1.958
22.0 2.079
22.5 2.200
23.0 2.321
23.5 2.441
24.0 2.562

Moment
story=1 beam=2
0.0 -4.885
0.5 -4.723
1.0 -4.560
1.5 -4.398
2.0 -4.235
2.5 -4.073
3.0 -3.910
3.5 -3.747
4.0 -3.585
4.5 -3.422
5.0 -3.260
5.5 -3.097
6.0 -2.935
6.5 -2.772
7.0 -2.610
7.5 -2.447
8.0 -2.284
8.5 -2.122
9.0 -1.959
9.5 -1.797
10.0 -1.634
10.5 -1.472
11.0 -1.309
11.5 -1.146
12.0 -0.984
12.5 -0.821
13.0 -0.659
13.5 -0.496
14.0 -0.334
14.5 -0.171
15.0 -0.009
15.5 0.154
16.0 0.317
16.5 0.479
17.0 0.642
17.5 0.804
18.0 0.967
18.5 1.129
19.0 1.292
19.5 1.454
20.0 1.617
20.5 1.780
21.0 1.942
21.5 2.105
22.0 2.267
22.5 2.430
23.0 2.592
23.5 2.755
24.0 2.918
24.5 3.080
25.0 3.243
25.5 3.405
26.0 3.568
26.5 3.730
27.0 3.893
27.5 4.055
28.0 4.218
28.5 4.381
29.0 4.543
29.5 4.706
30.0 4.868

Moment
story=1 beam=3
0.0 -2.600
0.5 -2.476
1.0 -2.353
1.5 -2.229
2.0 -2.106
2.5 -1.982
3.0 -1.859
3.5 -1.735
4.0 -1.611
4.5 -1.488
5.0 -1.364
5.5 -1.241
6.0 -1.117
6.5 -0.994
7.0 -0.870
7.5 -0.746
8.0 -0.623
8.5 -0.499
9.0 -0.376
9.5 -0.252
10.0 -0.129
10.5 -0.005
11.0 0.118
11.5 0.242
12.0 0.366
12.5 0.489
13.0 0.613
13.5 0.736
14.0 0.860
14.5 0.983
15.0 1.107
15.5 1.230
16.0 1.354
16.5 1.478
17.0 1.601
17.5 1.725
18.0 1.848
18.5 1.972
19.0 2.095
19.5 2.219
20.0 2.343
20.5 2.466
21.0 2.590
21.5 2.713
22.0 2.837
22.5 2.960
23.0 3.084
23.5 3.207
24.0 3.331

Moment
story=1 column=1
0.0 -4.747
0.5 -4.406
1.0 -4.065
1.5 -3.724
2.0 -3.383
2.5 -3.042
3.0 -2.701
3.5 -2.360
4.0 -2.019
4.5 -1.678
5.0 -1.337
5.5 -0.996
6.0 -0.655
6.5 -0.315
7.0 0.026
7.5 0.367
8.0 0.708
8.5 1.049
9.0 1.390
9.5 1.731
10.0 2.072
10.5 2.413
11.0 2.754
11.5 3.095
12.0 3.236

Moment
story=1 column=2
0.0 -8.433
0.5 -7.771
1.0 -7.110
1.5 -6.448
2.0 -5.786
2.5 -5.125
3.0 -4.463
3.5 -3.801
4.0 -3.140
4.5 -2.478
5.0 -1.816
5.5 -1.154
6.0 -0.493
6.5 0.169
7.0 0.831
7.5 1.492
8.0 2.154
8.5 2.816
9.0 3.477
9.5 4.139
10.0 4.801
10.5 5.462
11.0 6.124
11.5 6.786
12.0 7.448

Moment
story=1 column=3
0.0 -8.443
0.5 -7.780
1.0 -7.117
1.5 -6.454
2.0 -5.791
2.5 -5.128
3.0 -4.465
3.5 -3.803
4.0 -3.140
4.5 -2.477
5.0 -1.814
5.5 -1.151
6.0 -0.488
6.5 0.175
7.0 0.838
7.5 1.501
8.0 2.164
8.5 2.827
9.0 3.490
9.5 4.153
10.0 4.816
10.5 5.479
11.0 6.142
11.5 6.805
12.0 7.468

Moment
story=1 column=4
0.0 -4.694
0.5 -4.360
1.0 -4.026
1.5 -3.691
2.0 -3.357
2.5 -3.022
3.0 -2.688
3.5 -2.354
4.0 -2.019
4.5 -1.685
5.0 -1.350
5.5 -1.016
6.0 -0.682
6.5 -0.347
7.0 -0.013
7.5 0.321
8.0 0.656
8.5 0.990
9.0 1.325
9.5 1.659
10.0 1.993
10.5 2.328
11.0 2.662
11.5 2.997
12.0 3.331
 RIGID FRAME ANALYSIS MOMENT DIAGRAMProject Name: Frame, 1 story by 3 baysDate: 27-6-25 09:09:42Load Designation: WIND LOADINGScales: X- 10 feet/inch Y- 200 Kip-Feet/inch ; dots per inch = 96
WIND LOADING

Shear
story=1 beam=1
0.0 -0.242
0.5 -0.242
1.0 -0.242
1.5 -0.242
2.0 -0.242
2.5 -0.242
3.0 -0.242
3.5 -0.242
4.0 -0.242
4.5 -0.242
5.0 -0.242
5.5 -0.242
6.0 -0.242
6.5 -0.242
7.0 -0.242
7.5 -0.242
8.0 -0.242
8.5 -0.242
9.0 -0.242
9.5 -0.242
10.0 -0.242
10.5 -0.242
11.0 -0.242
11.5 -0.242
12.0 -0.242
12.5 -0.242
13.0 -0.242
13.5 -0.242
14.0 -0.242
14.5 -0.242
15.0 -0.242
15.5 -0.242
16.0 -0.242
16.5 -0.242
17.0 -0.242
17.5 -0.242
18.0 -0.242
18.5 -0.242
19.0 -0.242
19.5 -0.242
20.0 -0.242
20.5 -0.242
21.0 -0.242
21.5 -0.242
22.0 -0.242
22.5 -0.242
23.0 -0.242
23.5 -0.242
24.0 -0.242

Shear
story=1 beam=2
0.0 -0.325
0.5 -0.325
1.0 -0.325
1.5 -0.325
2.0 -0.325
2.5 -0.325
3.0 -0.325
3.5 -0.325
4.0 -0.325
4.5 -0.325
5.0 -0.325
5.5 -0.325
6.0 -0.325
6.5 -0.325
7.0 -0.325
7.5 -0.325
8.0 -0.325
8.5 -0.325
9.0 -0.325
9.5 -0.325
10.0 -0.325
10.5 -0.325
11.0 -0.325
11.5 -0.325
12.0 -0.325
12.5 -0.325
13.0 -0.325
13.5 -0.325
14.0 -0.325
14.5 -0.325
15.0 -0.325
15.5 -0.325
16.0 -0.325
16.5 -0.325
17.0 -0.325
17.5 -0.325
18.0 -0.325
18.5 -0.325
19.0 -0.325
19.5 -0.325
20.0 -0.325
20.5 -0.325
21.0 -0.325
21.5 -0.325
22.0 -0.325
22.5 -0.325
23.0 -0.325
23.5 -0.325
24.0 -0.325
24.5 -0.325
25.0 -0.325
25.5 -0.325
26.0 -0.325
26.5 -0.325
27.0 -0.325
27.5 -0.325
28.0 -0.325
28.5 -0.325
29.0 -0.325
29.5 -0.325
30.0 -0.325

Shear
story=1 beam=3
0.0 -0.247
0.5 -0.247
1.0 -0.247
1.5 -0.247
2.0 -0.247
2.5 -0.247
3.0 -0.247
3.5 -0.247
4.0 -0.247
4.5 -0.247
5.0 -0.247
5.5 -0.247
6.0 -0.247
6.5 -0.247
7.0 -0.247
7.5 -0.247
8.0 -0.247
8.5 -0.247
9.0 -0.247
9.5 -0.247
10.0 -0.247
10.5 -0.247
11.0 -0.247
11.5 -0.247
12.0 -0.247
12.5 -0.247
13.0 -0.247
13.5 -0.247
14.0 -0.247
14.5 -0.247
15.0 -0.247
15.5 -0.247
16.0 -0.247
16.5 -0.247
17.0 -0.247
17.5 -0.247
18.0 -0.247
18.5 -0.247
19.0 -0.247
19.5 -0.247
20.0 -0.247
20.5 -0.247
21.0 -0.247
21.5 -0.247
22.0 -0.247
22.5 -0.247
23.0 -0.247
23.5 -0.247
24.0 -0.247

Shear
story=1 column=1
0.0 -0.682
0.5 -0.682
1.0 -0.682
1.5 -0.682
2.0 -0.682
2.5 -0.682
3.0 -0.682
3.5 -0.682
4.0 -0.682
4.5 -0.682
5.0 -0.682
5.5 -0.682
6.0 -0.682
6.5 -0.682
7.0 -0.682
7.5 -0.682
8.0 -0.682
8.5 -0.682
9.0 -0.682
9.5 -0.682
10.0 -0.682
10.5 -0.682
11.0 -0.682
11.5 -0.682
12.0 3.318

Shear
story=1 column=2
0.0 -1.323
0.5 -1.323
1.0 -1.323
1.5 -1.323
2.0 -1.323
2.5 -1.323
3.0 -1.323
3.5 -1.323
4.0 -1.323
4.5 -1.323
5.0 -1.323
5.5 -1.323
6.0 -1.323
6.5 -1.323
7.0 -1.323
7.5 -1.323
8.0 -1.323
8.5 -1.323
9.0 -1.323
9.5 -1.323
10.0 -1.323
10.5 -1.323
11.0 -1.323
11.5 -1.323
12.0 -1.323

Shear
story=1 column=3
0.0 -1.326
0.5 -1.326
1.0 -1.326
1.5 -1.326
2.0 -1.326
2.5 -1.326
3.0 -1.326
3.5 -1.326
4.0 -1.326
4.5 -1.326
5.0 -1.326
5.5 -1.326
6.0 -1.326
6.5 -1.326
7.0 -1.326
7.5 -1.326
8.0 -1.326
8.5 -1.326
9.0 -1.326
9.5 -1.326
10.0 -1.326
10.5 -1.326
11.0 -1.326
11.5 -1.326
12.0 -1.326

Shear
story=1 column=4
0.0 -0.669
0.5 -0.669
1.0 -0.669
1.5 -0.669
2.0 -0.669
2.5 -0.669
3.0 -0.669
3.5 -0.669
4.0 -0.669
4.5 -0.669
5.0 -0.669
5.5 -0.669
6.0 -0.669
6.5 -0.669
7.0 -0.669
7.5 -0.669
8.0 -0.669
8.5 -0.669
9.0 -0.669
9.5 -0.669
10.0 -0.669
10.5 -0.669
11.0 -0.669
11.5 -0.669
12.0 -0.669
 RIGID FRAME ANALYSIS SHEAR DIAGRAMProject Name: Frame, 1 story by 3 baysDate: 27-6-25 09:09:42Load Designation: WIND LOADINGScales: X- 10 feet/inch Y- 200 Kips/inch ; dots per inch = 96
Joint Rotation Displacement (#) (Radians) (Feet) ---- --------- ------ Story 1 1 -0.000258827 0.00477982 2 -0.000125036 3 -0.000123727 4 -0.000268940 Story 0 5 0.000000000 6 0.000000000 7 0.000000000 8 0.000000000 ============================================ 1. Define More Macros. 2. Reload the Frame. 3. Exit Program. Enter Option ? 2 ___APPLY LOADS TO FRAME___ # > 0 :Macro Loading # < 0 :Single Load # = 0 :Quit loading Enter Loading Designation ? ALL LOADS Enter # ? 1 Enter # ? 2 Enter # ? 0 Beam Moment-L Moment-R Shears-L Shears-R (#) (Kip-ft) (Kip-ft) (Kips) (Kips) ---- -------- -------- ------ ------ Story 1 1 26.845 -113.588 14.386 21.614 2 143.850 -153.604 35.675 36.325 3 108.426 -33.412 21.126 14.874 Column Moment Shears Axial (#) (Kip-ft) (Kips) (Kips) ---- -------- ------ ------ Story 1 1 -26.845 -7.078 14.386 -10.294 3.078 2 -30.263 -3.390 57.289 -10.422 3.390 3 45.178 6.040 57.451 27.298 -6.040 4 33.412 4.429 14.874 19.735 -4.429
ALL LOADS

Moment
story=1 beam=1
0.0 26.845
0.5 19.840
1.0 13.210
1.5 6.954
2.0 1.074
2.5 -4.432
3.0 -9.562
3.5 -14.317
4.0 -18.698
4.5 -22.703
5.0 -26.333
5.5 -29.589
6.0 -32.469
6.5 -34.975
7.0 -37.105
7.5 -38.860
8.0 -40.241
8.5 -41.246
9.0 -41.876
9.5 -42.132
10.0 -42.012
10.5 -41.517
11.0 -40.648
11.5 -39.403
12.0 -37.784
12.5 -35.789
13.0 -33.419
13.5 -30.675
14.0 -27.555
14.5 -24.060
15.0 -20.191
15.5 -15.946
16.0 -11.327
16.5 -6.332
17.0 -0.962
17.5 4.782
18.0 10.902
18.5 17.397
19.0 24.266
19.5 31.511
20.0 39.131
20.5 47.125
21.0 55.495
21.5 64.239
22.0 73.359
22.5 82.854
23.0 92.723
23.5 102.968
24.0 113.588

Moment
story=1 beam=2
0.0 143.850
0.5 126.313
1.0 109.375
1.5 93.038
2.0 77.300
2.5 62.163
3.0 47.626
3.5 33.688
4.0 20.351
4.5 7.613
5.0 -4.524
5.5 -16.062
6.0 -26.999
6.5 -37.337
7.0 -47.074
7.5 -56.211
8.0 -64.749
8.5 -72.686
9.0 -80.024
9.5 -86.761
10.0 -92.899
10.5 -98.436
11.0 -103.374
11.5 -107.711
12.0 -111.448
12.5 -114.586
13.0 -117.123
13.5 -119.061
14.0 -120.398
14.5 -121.136
15.0 -121.273
15.5 -120.810
16.0 -119.748
16.5 -118.085
17.0 -115.823
17.5 -112.960
18.0 -109.498
18.5 -105.435
19.0 -100.773
19.5 -95.510
20.0 -89.647
20.5 -83.185
21.0 -76.122
21.5 -68.460
22.0 -60.197
22.5 -51.335
23.0 -41.872
23.5 -31.810
24.0 -21.147
24.5 -9.884
25.0 1.978
25.5 14.441
26.0 27.503
26.5 41.166
27.0 55.428
27.5 70.291
28.0 85.754
28.5 101.816
29.0 118.479
29.5 135.741
30.0 153.604

Moment
story=1 beam=3
0.0 108.426
0.5 98.050
1.0 88.050
1.5 78.425
2.0 69.174
2.5 60.299
3.0 51.799
3.5 43.674
4.0 35.923
4.5 28.548
5.0 21.548
5.5 14.922
6.0 8.672
6.5 2.797
7.0 -2.703
7.5 -7.829
8.0 -12.579
8.5 -16.954
9.0 -20.955
9.5 -24.580
10.0 -27.830
10.5 -30.705
11.0 -33.206
11.5 -35.331
12.0 -37.081
12.5 -38.456
13.0 -39.457
13.5 -40.082
14.0 -40.332
14.5 -40.208
15.0 -39.708
15.5 -38.833
16.0 -37.583
16.5 -35.959
17.0 -33.959
17.5 -31.584
18.0 -28.835
18.5 -25.710
19.0 -22.210
19.5 -18.335
20.0 -14.086
20.5 -9.461
21.0 -4.461
21.5 0.913
22.0 6.663
22.5 12.788
23.0 19.288
23.5 26.162
24.0 33.412

Moment
story=1 column=1
0.0 10.294
0.5 8.755
1.0 7.216
1.5 5.676
2.0 4.137
2.5 2.598
3.0 1.059
3.5 -0.480
4.0 -2.019
4.5 -3.558
5.0 -5.098
5.5 -6.637
6.0 -8.176
6.5 -9.715
7.0 -11.254
7.5 -12.793
8.0 -14.332
8.5 -15.871
9.0 -17.411
9.5 -18.950
10.0 -20.489
10.5 -22.028
11.0 -23.567
11.5 -25.106
12.0 -26.845

Moment
story=1 column=2
0.0 10.422
0.5 8.727
1.0 7.032
1.5 5.336
2.0 3.641
2.5 1.946
3.0 0.251
3.5 -1.444
4.0 -3.140
4.5 -4.835
5.0 -6.530
5.5 -8.225
6.0 -9.920
6.5 -11.615
7.0 -13.311
7.5 -15.006
8.0 -16.701
8.5 -18.396
9.0 -20.091
9.5 -21.787
10.0 -23.482
10.5 -25.177
11.0 -26.872
11.5 -28.567
12.0 -30.263

Moment
story=1 column=3
0.0 -27.298
0.5 -24.279
1.0 -21.259
1.5 -18.239
2.0 -15.219
2.5 -12.199
3.0 -9.179
3.5 -6.159
4.0 -3.140
4.5 -0.120
5.0 2.900
5.5 5.920
6.0 8.940
6.5 11.960
7.0 14.980
7.5 17.999
8.0 21.019
8.5 24.039
9.0 27.059
9.5 30.079
10.0 33.099
10.5 36.119
11.0 39.139
11.5 42.158
12.0 45.178

Moment
story=1 column=4
0.0 -19.735
0.5 -17.520
1.0 -15.306
1.5 -13.092
2.0 -10.877
2.5 -8.663
3.0 -6.448
3.5 -4.234
4.0 -2.019
4.5 0.195
5.0 2.410
5.5 4.624
6.0 6.839
6.5 9.053
7.0 11.267
7.5 13.482
8.0 15.696
8.5 17.911
9.0 20.125
9.5 22.340
10.0 24.554
10.5 26.769
11.0 28.983
11.5 31.198
12.0 33.412
 RIGID FRAME ANALYSIS MOMENT DIAGRAMProject Name: Frame, 1 story by 3 baysDate: 27-6-25 09:09:42Load Designation: ALL LOADS Scales: X- 10 feet/inch Y- 200 Kip-Feet/inch ; dots per inch = 96
ALL LOADS

Shear
story=1 beam=1
0.0 14.386
0.5 13.636
1.0 12.886
1.5 12.136
2.0 11.386
2.5 10.636
3.0 9.886
3.5 9.136
4.0 8.386
4.5 7.636
5.0 6.886
5.5 6.136
6.0 5.386
6.5 4.636
7.0 3.886
7.5 3.136
8.0 2.386
8.5 1.636
9.0 0.886
9.5 0.136
10.0 -0.614
10.5 -1.364
11.0 -2.114
11.5 -2.864
12.0 -3.614
12.5 -4.364
13.0 -5.114
13.5 -5.864
14.0 -6.614
14.5 -7.364
15.0 -8.114
15.5 -8.864
16.0 -9.614
16.5 -10.364
17.0 -11.114
17.5 -11.864
18.0 -12.614
18.5 -13.364
19.0 -14.114
19.5 -14.864
20.0 -15.614
20.5 -16.364
21.0 -17.114
21.5 -17.864
22.0 -18.614
22.5 -19.364
23.0 -20.114
23.5 -20.864
24.0 -21.614

Shear
story=1 beam=2
0.0 35.675
0.5 34.475
1.0 33.275
1.5 32.075
2.0 30.875
2.5 29.675
3.0 28.475
3.5 27.275
4.0 26.075
4.5 24.875
5.0 23.675
5.5 22.475
6.0 21.275
6.5 20.075
7.0 18.875
7.5 17.675
8.0 16.475
8.5 15.275
9.0 14.075
9.5 12.875
10.0 11.675
10.5 10.475
11.0 9.275
11.5 8.075
12.0 6.875
12.5 5.675
13.0 4.475
13.5 3.275
14.0 2.075
14.5 0.875
15.0 -0.325
15.5 -1.525
16.0 -2.725
16.5 -3.925
17.0 -5.125
17.5 -6.325
18.0 -7.525
18.5 -8.725
19.0 -9.925
19.5 -11.125
20.0 -12.325
20.5 -13.525
21.0 -14.725
21.5 -15.925
22.0 -17.125
22.5 -18.325
23.0 -19.525
23.5 -20.725
24.0 -21.925
24.5 -23.125
25.0 -24.325
25.5 -25.525
26.0 -26.725
26.5 -27.925
27.0 -29.125
27.5 -30.325
28.0 -31.525
28.5 -32.725
29.0 -33.925
29.5 -35.125
30.0 -36.325

Shear
story=1 beam=3
0.0 21.126
0.5 20.376
1.0 19.626
1.5 18.876
2.0 18.126
2.5 17.376
3.0 16.626
3.5 15.876
4.0 15.126
4.5 14.376
5.0 13.626
5.5 12.876
6.0 12.126
6.5 11.376
7.0 10.626
7.5 9.876
8.0 9.126
8.5 8.376
9.0 7.626
9.5 6.876
10.0 6.126
10.5 5.376
11.0 4.626
11.5 3.876
12.0 3.126
12.5 2.376
13.0 1.626
13.5 0.876
14.0 0.126
14.5 -0.624
15.0 -1.374
15.5 -2.124
16.0 -2.874
16.5 -3.624
17.0 -4.374
17.5 -5.124
18.0 -5.874
18.5 -6.624
19.0 -7.374
19.5 -8.124
20.0 -8.874
20.5 -9.624
21.0 -10.374
21.5 -11.124
22.0 -11.874
22.5 -12.624
23.0 -13.374
23.5 -14.124
24.0 -14.874

Shear
story=1 column=1
0.0 3.078
0.5 3.078
1.0 3.078
1.5 3.078
2.0 3.078
2.5 3.078
3.0 3.078
3.5 3.078
4.0 3.078
4.5 3.078
5.0 3.078
5.5 3.078
6.0 3.078
6.5 3.078
7.0 3.078
7.5 3.078
8.0 3.078
8.5 3.078
9.0 3.078
9.5 3.078
10.0 3.078
10.5 3.078
11.0 3.078
11.5 3.078
12.0 7.078

Shear
story=1 column=2
0.0 3.390
0.5 3.390
1.0 3.390
1.5 3.390
2.0 3.390
2.5 3.390
3.0 3.390
3.5 3.390
4.0 3.390
4.5 3.390
5.0 3.390
5.5 3.390
6.0 3.390
6.5 3.390
7.0 3.390
7.5 3.390
8.0 3.390
8.5 3.390
9.0 3.390
9.5 3.390
10.0 3.390
10.5 3.390
11.0 3.390
11.5 3.390
12.0 3.390

Shear
story=1 column=3
0.0 -6.040
0.5 -6.040
1.0 -6.040
1.5 -6.040
2.0 -6.040
2.5 -6.040
3.0 -6.040
3.5 -6.040
4.0 -6.040
4.5 -6.040
5.0 -6.040
5.5 -6.040
6.0 -6.040
6.5 -6.040
7.0 -6.040
7.5 -6.040
8.0 -6.040
8.5 -6.040
9.0 -6.040
9.5 -6.040
10.0 -6.040
10.5 -6.040
11.0 -6.040
11.5 -6.040
12.0 -6.040

Shear
story=1 column=4
0.0 -4.429
0.5 -4.429
1.0 -4.429
1.5 -4.429
2.0 -4.429
2.5 -4.429
3.0 -4.429
3.5 -4.429
4.0 -4.429
4.5 -4.429
5.0 -4.429
5.5 -4.429
6.0 -4.429
6.5 -4.429
7.0 -4.429
7.5 -4.429
8.0 -4.429
8.5 -4.429
9.0 -4.429
9.5 -4.429
10.0 -4.429
10.5 -4.429
11.0 -4.429
11.5 -4.429
12.0 -4.429
 RIGID FRAME ANALYSIS SHEAR DIAGRAMProject Name: Frame, 1 story by 3 baysDate: 27-6-25 09:09:42Load Designation: ALL LOADS Scales: X- 10 feet/inch Y- 200 Kips/inch ; dots per inch = 96
Joint Rotation Displacement (#) (Radians) (Feet) ---- --------- ------ Story 1 1 -0.003225723 0.00477982 2 -0.002517218 3 0.002268454 4 0.002697956 Story 0 5 0.000000000 6 0.000000000 7 0.000000000 8 0.000000000 ============================================ 1. Define More Macros. 2. Reload the Frame. 3. Exit Program. Enter Option ? 3 ***** E N D O F R U N *****