design column 1
TRANSCRIPT
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pure axial compression
concrete
0 100 -0.003 28 280000 99.33333 280000
2 100 -0.003 28 280000 97.33333 280000
4 100 -0.003 28 280000 95.33333 280000
6 100 -0.003 28 280000 93.33333 280000
8 100 -0.003 28 280000 91.33333 280000
10 100 -0.003 28 280000 89.33333 280000
12 100 -0.003 28 280000 87.33333 280000
14 100 -0.003 28 280000 85.33333 280000
16 100 -0.003 28 280000 83.33333 280000
18 100 -0.003 28 280000 81.33333 280000
20 100 -0.003 28 280000 79.33333 280000
22 100 -0.003 28 280000 77.33333 280000
24 100 -0.003 28 280000 75.33333 280000
26 100 -0.003 28 280000 73.33333 280000
28 100 -0.003 28 280000 71.33333 280000
30 100 -0.003 28 280000 69.33333 280000
32 100 -0.003 28 280000 67.33333 280000
34 100 -0.003 28 280000 65.33333 280000
36 100 -0.003 28 280000 63.33333 28000038 100 -0.003 28 280000 61.33333 280000
40 100 -0.003 28 280000 59.33333 280000
42 100 -0.003 28 280000 57.33333 280000
44 100 -0.003 28 280000 55.33333 280000
46 100 -0.003 28 280000 53.33333 280000
48 100 -0.003 28 280000 51.33333 280000
50 100 -0.003 28 280000 49.33333 280000
52 100 -0.003 28 280000 47.33333 280000
54 100 -0.003 28 280000 45.33333 280000
56 100 -0.003 28 280000 43.33333 280000
58 100 -0.003 28 280000 41.33333 280000
60 100 -0.003 28 280000 39.33333 280000
62 100 -0.003 28 280000 37.33333 280000
64 100 -0.003 28 280000 35.33333 280000
66 100 -0.003 28 280000 33.33333 280000
68 100 -0.003 28 280000 31.33333 280000
70 100 -0.003 28 280000 29.33333 280000
72 100 -0.003 28 280000 27.33333 280000
74 100 -0.003 28 280000 25.33333 280000
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
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76 100 -0.003 28 280000 23.33333 280000
78 100 -0.003 28 280000 21.33333 280000
80 100 -0.003 28 280000 19.33333 280000
82 100 -0.003 28 280000 17.33333 280000
84 100 -0.003 28 280000 15.33333 280000
86 100 -0.003 28 280000 13.33333 280000
88 100 -0.003 28 280000 11.33333 28000090 100 -0.003 28 280000 9.333333 280000
92 100 -0.003 28 280000 7.333333 280000
94 100 -0.003 28 280000 5.333333 280000
96 100 -0.003 28 280000 3.333333 280000
98 100 -0.003 28 280000 1.333333 280000
100 100 -0.003 28
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.003 -400 -2E+06 -2261.76 2215818
1 13.2 13 9.82 -0.003 -400 -392800 -341.736 369428.4
2 22.4 22 9.82 -0.003 -400 -392800 -306.384 369428.4
3 31.6 32 9.82 -0.003 -400 -392800 -267.104 369428.44 40.8 41 9.82 -0.003 -400 -392800 -231.752 369428.4
5 50 50 9.82 -0.003 -400 -392800 -196.4 369428.4
6 59.2 59 9.82 -0.003 -400 -392800 -161.048 369428.4
7 68.4 68 9.82 -0.003 -400 -392800 -125.696 369428.4
8 77.6 78 9.82 -0.003 -400 -392800 -86.416 369428.4
9 86.8 87 9.82 -0.003 -400 -392800 -51.064 369428.4
10 96 96 58.9 -0.003 -400 -2E+06 -94.24 2215818
total force (steel) 8247.2 KN
total Moment (steel) 4123.6 KN-m
Total Force over Entire Cross-section 36247.2
Norminal Moment, Mn 18123.6
strength reduction factor 0.65
Ultimate Moment capacity, Mu 0
ultimate axial force capacity, Mu 23560.68
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
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98.66667 554.4
96.66667 543.2
94.66667 532
92.66667 520.8
90.66667 509.6
88.66667 498.4
86.66667 487.2
84.66667 476
82.66667 464.8
80.66667 453.6
78.66667 442.4
76.66667 431.2
74.66667 420
72.66667 408.8
70.66667 397.6
68.66667 386.4
66.66667 375.2
64.66667 364
62.66667 352.860.66667 341.6
58.66667 330.4
56.66667 319.2
54.66667 308
52.66667 296.8
50.66667 285.6
48.66667 274.4
46.66667 263.2
44.66667 252
42.66667 240.8
40.66667 229.6
38.66667 218.4
36.66667 207.2
34.66667 196
32.66667 184.8
30.66667 173.6
28.66667 162.4
26.66667 151.2
24.66667 140
Arm 2
(cm)
Moment (KN-
m)
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22.66667 128.8
20.66667 117.6
18.66667 106.4
16.66667 95.2
14.66667 84
12.66667 72.8
10.66667 61.68.666667 50.4
6.666667 39.2
4.666667 28
2.666667 16.8
0.666667 5.6
28000 KN
e) 14000 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
35756492 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
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plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
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pure axial compression
concrete
0 20 -0.003000 24 48000 39.33333
2 20 -0.001350 24 48000 37.33333
4 20 0.000300 24 48000 35.33333
6 20 0.001950 24 48000 33.33333
8 20 0.003600 24 48000 31.33333
10 20 0.005250 24 48000 29.33333
12 20 0.006900 24 48000 27.33333
14 20 0.008550 24 48000 25.33333
16 20 0.010200 24 48000 23.33333
18 20 0.011850 24 48000 21.33333
20 20 0.013500 24 48000 19.33333
22 20 0.015150 24 48000 17.33333
24 20 0.016800 24 48000 15.33333
26 20 0.018450 24 48000 13.33333
28 20 0.020100 24 48000 11.33333
30 20 0.021750 24 48000 9.333333
32 20 0.023400 24 48000 7.333333
34 20 0.025050 24 48000 5.333333
36 20 0.026700 24 48000 3.33333338 20 0.028350 24 48000 1.333333
40 20 0.030000 24
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
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total Force
Total Mom
Steel
4 4 6.29 -0.003 -400 -251600 -90.576
1 13.2 5 0 -0.0029306 -400 0 0
2 22.4 6 0 -0.0029167 -400 0 0
3 31.6 7 0 -0.0029028 -400 0 04 40.8 8 0 -0.0028889 -400 0 0
5 50 9 0 -0.002875 -400 0 0
6 59.2 10 0 -0.0028611 -400 0 0
7 68.4 36 6.29 -0.0025 -400 -251600 -10.064
8 77.6
9 86.8
10 96
total force (steel) 503.2 KN
total Moment (steel) 100.64 KN-m
Total Force over Entire Cross-section
Norminal Moment, Mn
strength reduction factor
Ultimate Moment capacity, Mu
ultimate axial force capacity, Mu
location of plastic centroid from bottom
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
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48000 38.66667 37.44
48000 36.66667 35.52
48000 34.66667 33.6
48000 32.66667 31.68
48000 30.66667 29.76
48000 28.66667 27.84
48000 26.66667 25.92
48000 24.66667 24
48000 22.66667 22.08
48000 20.66667 20.16
48000 18.66667 18.24
48000 16.66667 16.32
48000 14.66667 14.4
48000 12.66667 12.48
48000 10.66667 10.56
48000 8.666667 8.64
48000 6.666667 6.72
48000 4.666667 4.8
48000 2.666667 2.8848000 0.666667 0.96
Force 2 (N)Arm 2
(cm)
Moment (KN-
m)
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( concrete) 1920 KN
ent (concrete) 384 KN-m
force
236629.8
0
0
00
0
0
236629.8
total force x
2393260 20
2423.2 KN
484.64 KN-m
0.65
0 KN-m
1575.08 KN-m
0.4112909 cm
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fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00299 21.1393 211393 47.33333 211393
4 100 -0.00298 21.2772 212772 45.33333 212772
6 100 -0.00297 21.4137 214137 43.33333 214137
8 100 -0.00296 21.5488 215488 41.33333 215488
10 100 -0.00295 21.6825 216825 39.33333 216825
12 100 -0.00294 21.8148 218148 37.33333 218148
14 100 -0.00293 21.9457 219457 35.33333 219457
16 100 -0.00292 22.0752 220752 33.33333 220752
18 100 -0.00291 22.2033 222033 31.33333 222033
20 100 -0.0029 22.33 223300 29.33333 223300
22 100 -0.00289 22.4553 224553 27.33333 224553
24 100 -0.00288 22.5792 225792 25.33333 225792
26 100 -0.00287 22.7017 227017 23.33333 227017
28 100 -0.00286 22.8228 228228 21.33333 228228
30 100 -0.00285 22.9425 229425 19.33333 229425
32 100 -0.00284 23.0608 230608 17.33333 230608
34 100 -0.00283 23.1777 231777 15.33333 231777
36 100 -0.00282 23.2932 232932 13.33333 23293238 100 -0.00281 23.4073 234073 11.33333 234073
40 100 -0.0028 23.52 235200 9.333333 235200
42 100 -0.00279 23.6313 236313 7.333333 236313
44 100 -0.00278 23.7412 237412 5.333333 237412
46 100 -0.00277 23.8497 238497 3.333333 238497
48 100 -0.00276 23.9568 239568 1.333333 239568
50 100 -0.00275 24.0625 240625 -0.66667 240625
52 100 -0.00274 24.1668 241668 -2.66667 241668
54 100 -0.00273 24.2697 242697 -4.66667 242697
56 100 -0.00272 24.3712 243712 -6.66667 243712
58 100 -0.00271 24.4713 244713 -8.66667 244713
60 100 -0.0027 24.57 245700 -10.6667 245700
62 100 -0.00269 24.6673 246673 -12.6667 246673
64 100 -0.00268 24.7632 247632 -14.6667 247632
66 100 -0.00267 24.8577 248577 -16.6667 248577
68 100 -0.00266 24.9508 249508 -18.6667 249508
70 100 -0.00265 25.0425 250425 -20.6667 250425
72 100 -0.00264 25.1328 251328 -22.6667 251328
74 100 -0.00263 25.2217 252217 -24.6667 252217
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
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76 100 -0.00262 25.3092 253092 -26.6667 253092
78 100 -0.00261 25.3953 253953 -28.6667 253953
80 100 -0.0026 25.48 254800 -30.6667 254800
82 100 -0.00259 25.5633 255633 -32.6667 255633
84 100 -0.00258 25.6452 256452 -34.6667 256452
86 100 -0.00257 25.7257 257257 -36.6667 257257
88 100 -0.00256 25.8048 258048 -38.6667 25804890 100 -0.00255 25.8825 258825 -40.6667 258825
92 100 -0.00254 25.9588 259588 -42.6667 259588
94 100 -0.00253 26.0337 260337 -44.6667 260337
96 100 -0.00252 26.1072 261072 -46.6667 261072
98 100 -0.00251 26.1793 261793 -48.6667 261793
100 100 -0.0025 26.25
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00298 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00294 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00289 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00284 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.0028 -400 -392800 -35.352 369428.4
5 50 50 9.82 -0.00275 -400 -392800 0 369428.4
6 59.2 59 9.82 -0.00271 -400 -392800 35.352 369428.4
7 68.4 68 9.82 -0.00266 -400 -392800 70.704 369428.4
8 77.6 78 9.82 -0.00261 -400 -392800 109.984 369428.4
9 86.8 87 9.82 -0.00257 -400 -392800 145.336 369428.4
10 96 96 58.9 -0.00252 -400 -2E+06 1083.76 2215818
total force (steel) 8247.2 KN
total Moment (steel) 0 KN-m
Total Force over Entire Cross-section 32111.25
Norminal Moment, Mn 440.2405
strength reduction factor 0.65
Ultimate Moment capacity, Mu 286.1563
ultimate axial force capacity, Mu 20872.31
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
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-
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48.66667 205.8
46.66667 198.70942
44.66667 191.4948
42.66667 184.15782
40.66667 176.70016
38.66667 169.1235
36.66667 161.42952
34.66667 153.6199
32.66667 145.69632
30.66667 137.66046
28.66667 129.514
26.66667 121.25862
24.66667 112.896
22.66667 104.42782
20.66667 95.85576
18.66667 87.1815
16.66667 78.40672
14.66667 69.5331
12.66667 60.5623210.66667 51.49606
8.666667 42.336
6.666667 33.08382
4.666667 23.7412
2.666667 14.30982
0.666667 4.79136
-1.33333 -4.8125
-3.33333 -14.50008
-5.33333 -24.2697
-7.33333 -34.11968
-9.33333 -44.04834
-11.3333 -54.054
-13.3333 -64.13498
-15.3333 -74.2896
-17.3333 -84.51618
-19.3333 -94.81304
-21.3333 -105.1785
-23.3333 -115.61088
-25.3333 -126.1085
Arm 2
(cm)
Moment (KN-
m)
-
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-27.3333 -136.66968
-29.3333 -147.29274
-31.3333 -157.976
-33.3333 -168.71778
-35.3333 -179.5164
-37.3333 -190.37018
-39.3333 -201.27744-41.3333 -212.2365
-43.3333 -223.24568
-45.3333 -234.3033
-47.3333 -245.40768
-49.3333 -256.55714
23864.05 KN
e) 440.2405 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
31620542 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
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16/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
17/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00298 21.2772 212772 47.33333 212772
4 100 -0.00296 21.5488 215488 45.33333 215488
6 100 -0.00294 21.8148 218148 43.33333 218148
8 100 -0.00292 22.0752 220752 41.33333 220752
10 100 -0.0029 22.33 223300 39.33333 223300
12 100 -0.00288 22.5792 225792 37.33333 225792
14 100 -0.00286 22.8228 228228 35.33333 228228
16 100 -0.00284 23.0608 230608 33.33333 230608
18 100 -0.00282 23.2932 232932 31.33333 232932
20 100 -0.0028 23.52 235200 29.33333 235200
22 100 -0.00278 23.7412 237412 27.33333 237412
24 100 -0.00276 23.9568 239568 25.33333 239568
26 100 -0.00274 24.1668 241668 23.33333 241668
28 100 -0.00272 24.3712 243712 21.33333 243712
30 100 -0.0027 24.57 245700 19.33333 245700
32 100 -0.00268 24.7632 247632 17.33333 247632
34 100 -0.00266 24.9508 249508 15.33333 249508
36 100 -0.00264 25.1328 251328 13.33333 25132838 100 -0.00262 25.3092 253092 11.33333 253092
40 100 -0.0026 25.48 254800 9.333333 254800
42 100 -0.00258 25.6452 256452 7.333333 256452
44 100 -0.00256 25.8048 258048 5.333333 258048
46 100 -0.00254 25.9588 259588 3.333333 259588
48 100 -0.00252 26.1072 261072 1.333333 261072
50 100 -0.0025 26.25 262500 -0.66667 262500
52 100 -0.00248 26.3872 263872 -2.66667 263872
54 100 -0.00246 26.5188 265188 -4.66667 265188
56 100 -0.00244 26.6448 266448 -6.66667 266448
58 100 -0.00242 26.7652 267652 -8.66667 267652
60 100 -0.0024 26.88 268800 -10.6667 268800
62 100 -0.00238 26.9892 269892 -12.6667 269892
64 100 -0.00236 27.0928 270928 -14.6667 270928
66 100 -0.00234 27.1908 271908 -16.6667 271908
68 100 -0.00232 27.2832 272832 -18.6667 272832
70 100 -0.0023 27.37 273700 -20.6667 273700
72 100 -0.00228 27.4512 274512 -22.6667 274512
74 100 -0.00226 27.5268 275268 -24.6667 275268
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
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76 100 -0.00224 27.5968 275968 -26.6667 275968
78 100 -0.00222 27.6612 276612 -28.6667 276612
80 100 -0.0022 27.72 277200 -30.6667 277200
82 100 -0.00218 27.7732 277732 -32.6667 277732
84 100 -0.00216 27.8208 278208 -34.6667 278208
86 100 -0.00214 27.8628 278628 -36.6667 278628
88 100 -0.00212 27.8992 278992 -38.6667 27899290 100 -0.0021 27.93 279300 -40.6667 279300
92 100 -0.00208 27.9552 279552 -42.6667 279552
94 100 -0.00206 27.9748 279748 -44.6667 279748
96 100 -0.00204 27.9888 279888 -46.6667 279888
98 100 -0.00202 27.9972 279972 -48.6667 279972
100 100 -0.002 28
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00296 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00287 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00278 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00268 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.00259 -400 -392800 -35.352 369428.4
5 50 50 9.82 -0.0025 -400 -392800 0 369428.4
6 59.2 59 9.82 -0.00241 -400 -392800 35.352 369428.4
7 68.4 68 9.82 -0.00232 -400 -392800 70.704 369428.4
8 77.6 78 9.82 -0.00222 -400 -392800 109.984 369428.4
9 86.8 87 9.82 -0.00213 -400 -392800 145.336 369428.4
10 96 96 58.9 -0.00204 -400 -2E+06 1083.76 2215818
total force (steel) 8247.2 KN
total Moment (steel) 0 KN-m
Total Force over Entire Cross-section 33843.4
Norminal Moment, Mn 594.762
strength reduction factor 0.65
Ultimate Moment capacity, Mu 386.5953
ultimate axial force capacity, Mu 21998.21
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
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-
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20/259
48.66667 205.8
46.66667 200.00568
44.66667 193.9392
42.66667 187.60728
40.66667 181.01664
38.66667 174.174
36.66667 167.08608
34.66667 159.7596
32.66667 152.20128
30.66667 144.41784
28.66667 136.416
26.66667 128.20248
24.66667 119.784
22.66667 111.16728
20.66667 102.35904
18.66667 93.366
16.66667 84.19488
14.66667 74.8524
12.66667 65.3452810.66667 55.68024
8.666667 45.864
6.666667 35.90328
4.666667 25.8048
2.666667 15.57528
0.666667 5.22144
-1.33333 -5.25
-3.33333 -15.83232
-5.33333 -26.5188
-7.33333 -37.30272
-9.33333 -48.17736
-11.3333 -59.136
-13.3333 -70.17192
-15.3333 -81.2784
-17.3333 -92.44872
-19.3333 -103.67616
-21.3333 -114.954
-23.3333 -126.27552
-25.3333 -137.634
Arm 2
(cm)
Moment (KN-
m)
-
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21/259
-27.3333 -149.02272
-29.3333 -160.43496
-31.3333 -171.864
-33.3333 -183.30312
-35.3333 -194.7456
-37.3333 -206.18472
-39.3333 -217.61376-41.3333 -229.026
-43.3333 -240.41472
-45.3333 -251.7732
-47.3333 -263.09472
-49.3333 -274.37256
25596.2 KN
e) 594.762 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
33352692 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
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22/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
23/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00297 21.4137 214137 47.33333 214137
4 100 -0.00294 21.8148 218148 45.33333 218148
6 100 -0.00291 22.2033 222033 43.33333 222033
8 100 -0.00288 22.5792 225792 41.33333 225792
10 100 -0.00285 22.9425 229425 39.33333 229425
12 100 -0.00282 23.2932 232932 37.33333 232932
14 100 -0.00279 23.6313 236313 35.33333 236313
16 100 -0.00276 23.9568 239568 33.33333 239568
18 100 -0.00273 24.2697 242697 31.33333 242697
20 100 -0.0027 24.57 245700 29.33333 245700
22 100 -0.00267 24.8577 248577 27.33333 248577
24 100 -0.00264 25.1328 251328 25.33333 251328
26 100 -0.00261 25.3953 253953 23.33333 253953
28 100 -0.00258 25.6452 256452 21.33333 256452
30 100 -0.00255 25.8825 258825 19.33333 258825
32 100 -0.00252 26.1072 261072 17.33333 261072
34 100 -0.00249 26.3193 263193 15.33333 263193
36 100 -0.00246 26.5188 265188 13.33333 26518838 100 -0.00243 26.7057 267057 11.33333 267057
40 100 -0.0024 26.88 268800 9.333333 268800
42 100 -0.00237 27.0417 270417 7.333333 270417
44 100 -0.00234 27.1908 271908 5.333333 271908
46 100 -0.00231 27.3273 273273 3.333333 273273
48 100 -0.00228 27.4512 274512 1.333333 274512
50 100 -0.00225 27.5625 275625 -0.66667 275625
52 100 -0.00222 27.6612 276612 -2.66667 276612
54 100 -0.00219 27.7473 277473 -4.66667 277473
56 100 -0.00216 27.8208 278208 -6.66667 278208
58 100 -0.00213 27.8817 278817 -8.66667 278817
60 100 -0.0021 27.93 279300 -10.6667 279300
62 100 -0.00207 27.9657 279657 -12.6667 279657
64 100 -0.00204 27.9888 279888 -14.6667 279888
66 100 -0.00201 27.9993 279993 -16.6667 279993
68 100 -0.00198 27.9972 279972 -18.6667 279972
70 100 -0.00195 27.9825 279825 -20.6667 279825
72 100 -0.00192 27.9552 279552 -22.6667 279552
74 100 -0.00189 27.9153 279153 -24.6667 279153
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
24/259
76 100 -0.00186 27.8628 278628 -26.6667 278628
78 100 -0.00183 27.7977 277977 -28.6667 277977
80 100 -0.0018 27.72 277200 -30.6667 277200
82 100 -0.00177 27.6297 276297 -32.6667 276297
84 100 -0.00174 27.5268 275268 -34.6667 275268
86 100 -0.00171 27.4113 274113 -36.6667 274113
88 100 -0.00168 27.2832 272832 -38.6667 27283290 100 -0.00165 27.1425 271425 -40.6667 271425
92 100 -0.00162 26.9892 269892 -42.6667 269892
94 100 -0.00159 26.8233 268233 -44.6667 268233
96 100 -0.00156 26.6448 266448 -46.6667 266448
98 100 -0.00153 26.4537 264537 -48.6667 264537
100 100 -0.0015 26.25
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00294 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00281 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00267 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00252 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.00239 -400 -392800 -35.352 369428.4
5 50 50 9.82 -0.00225 -400 -392800 0 369428.4
6 59.2 59 9.82 -0.00212 -400 -392800 35.352 369428.4
7 68.4 68 9.82 -0.00198 -396 -388872 69.99696 369428.4
8 77.6 78 9.82 -0.00183 -366 -359412 100.6354 369428.4
9 86.8 87 9.82 -0.0017 -339 -332898 123.1723 369428.4
10 96 96 58.9 -0.00156 -312 -2E+06 845.3328 2215818
total force (steel) 7631.66 KN
total Moment (steel) 270.647 KN-m
Total Force over Entire Cross-section 33828.11
Norminal Moment, Mn 734.2111
strength reduction factor 0.65
Ultimate Moment capacity, Mu 477.2372
ultimate axial force capacity, Mu 21988.27
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
25/259
-
7/28/2019 Design Column 1
26/259
48.66667 205.8
46.66667 201.28878
44.66667 196.3332
42.66667 190.94838
40.66667 185.14944
38.66667 178.9515
36.66667 172.36968
34.66667 165.4191
32.66667 158.11488
30.66667 150.47214
28.66667 142.506
26.66667 134.23158
24.66667 125.664
22.66667 116.81838
20.66667 107.70984
18.66667 98.3535
16.66667 88.76448
14.66667 78.9579
12.66667 68.9488810.66667 58.75254
8.666667 48.384
6.666667 37.85838
4.666667 27.1908
2.666667 16.39638
0.666667 5.49024
-1.33333 -5.5125
-3.33333 -16.59672
-5.33333 -27.7473
-7.33333 -38.94912
-9.33333 -50.18706
-11.3333 -61.446
-13.3333 -72.71082
-15.3333 -83.9664
-17.3333 -95.19762
-19.3333 -106.38936
-21.3333 -117.5265
-23.3333 -128.59392
-25.3333 -139.5765
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
27/259
-27.3333 -150.45912
-29.3333 -161.22666
-31.3333 -171.864
-33.3333 -182.35602
-35.3333 -192.6876
-37.3333 -202.84362
-39.3333 -212.80896-41.3333 -222.5685
-43.3333 -232.10712
-45.3333 -241.4097
-47.3333 -250.46112
-49.3333 -259.24626
26196.45 KN
e) 463.5645 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
33952942 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
28/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
29/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00296 21.5488 215488 47.33333 215488
4 100 -0.00292 22.0752 220752 45.33333 220752
6 100 -0.00288 22.5792 225792 43.33333 225792
8 100 -0.00284 23.0608 230608 41.33333 230608
10 100 -0.0028 23.52 235200 39.33333 235200
12 100 -0.00276 23.9568 239568 37.33333 239568
14 100 -0.00272 24.3712 243712 35.33333 243712
16 100 -0.00268 24.7632 247632 33.33333 247632
18 100 -0.00264 25.1328 251328 31.33333 251328
20 100 -0.0026 25.48 254800 29.33333 254800
22 100 -0.00256 25.8048 258048 27.33333 258048
24 100 -0.00252 26.1072 261072 25.33333 261072
26 100 -0.00248 26.3872 263872 23.33333 263872
28 100 -0.00244 26.6448 266448 21.33333 266448
30 100 -0.0024 26.88 268800 19.33333 268800
32 100 -0.00236 27.0928 270928 17.33333 270928
34 100 -0.00232 27.2832 272832 15.33333 272832
36 100 -0.00228 27.4512 274512 13.33333 27451238 100 -0.00224 27.5968 275968 11.33333 275968
40 100 -0.0022 27.72 277200 9.333333 277200
42 100 -0.00216 27.8208 278208 7.333333 278208
44 100 -0.00212 27.8992 278992 5.333333 278992
46 100 -0.00208 27.9552 279552 3.333333 279552
48 100 -0.00204 27.9888 279888 1.333333 279888
50 100 -0.002 28 280000 -0.66667 280000
52 100 -0.00196 27.9888 279888 -2.66667 279888
54 100 -0.00192 27.9552 279552 -4.66667 279552
56 100 -0.00188 27.8992 278992 -6.66667 278992
58 100 -0.00184 27.8208 278208 -8.66667 278208
60 100 -0.0018 27.72 277200 -10.6667 277200
62 100 -0.00176 27.5968 275968 -12.6667 275968
64 100 -0.00172 27.4512 274512 -14.6667 274512
66 100 -0.00168 27.2832 272832 -16.6667 272832
68 100 -0.00164 27.0928 270928 -18.6667 270928
70 100 -0.0016 26.88 268800 -20.6667 268800
72 100 -0.00156 26.6448 266448 -22.6667 266448
74 100 -0.00152 26.3872 263872 -24.6667 263872
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
30/259
76 100 -0.00148 26.1072 261072 -26.6667 261072
78 100 -0.00144 25.8048 258048 -28.6667 258048
80 100 -0.0014 25.48 254800 -30.6667 254800
82 100 -0.00136 25.1328 251328 -32.6667 251328
84 100 -0.00132 24.7632 247632 -34.6667 247632
86 100 -0.00128 24.3712 243712 -36.6667 243712
88 100 -0.00124 23.9568 239568 -38.6667 23956890 100 -0.0012 23.52 235200 -40.6667 235200
92 100 -0.00116 23.0608 230608 -42.6667 230608
94 100 -0.00112 22.5792 225792 -44.6667 225792
96 100 -0.00108 22.0752 220752 -46.6667 220752
98 100 -0.00104 21.5488 215488 -48.6667 215488
100 100 -0.001 21
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00292 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00274 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00256 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00236 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.00218 -400 -392800 -35.352 369428.4
5 50 50 9.82 -0.002 -400 -392800 0 369428.4
6 59.2 59 9.82 -0.00182 -364 -357448 32.17032 369428.4
7 68.4 68 9.82 -0.00164 -328 -322096 57.97728 369428.4
8 77.6 78 9.82 -0.00144 -288 -282816 79.18848 369428.4
9 86.8 87 9.82 -0.00126 -252 -247464 91.56168 369428.4
10 96 96 58.9 -0.00108 -216 -1E+06 585.2304 2215818
total force (steel) 6802.06 KN
total Moment (steel) 599.008 KN-m
Total Force over Entire Cross-section 32466.86
Norminal Moment, Mn 645.6558
strength reduction factor 0.65
Ultimate Moment capacity, Mu 419.6763
ultimate axial force capacity, Mu 21103.46
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
31/259
-
7/28/2019 Design Column 1
32/259
48.66667 205.8
46.66667 202.55872
44.66667 198.6768
42.66667 194.18112
40.66667 189.09856
38.66667 183.456
36.66667 177.28032
34.66667 170.5984
32.66667 163.43712
30.66667 155.82336
28.66667 147.784
26.66667 139.34592
24.66667 130.536
22.66667 121.38112
20.66667 111.90816
18.66667 102.144
16.66667 92.11552
14.66667 81.8496
12.66667 71.3731210.66667 60.71296
8.666667 49.896
6.666667 38.94912
4.666667 27.8992
2.666667 16.77312
0.666667 5.59776
-1.33333 -5.6
-3.33333 -16.79328
-5.33333 -27.9552
-7.33333 -39.05888
-9.33333 -50.07744
-11.3333 -60.984
-13.3333 -71.75168
-15.3333 -82.3536
-17.3333 -92.76288
-19.3333 -102.95264
-21.3333 -112.896
-23.3333 -122.56608
-25.3333 -131.936
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
33/259
-27.3333 -140.97888
-29.3333 -149.66784
-31.3333 -157.976
-33.3333 -165.87648
-35.3333 -173.3424
-37.3333 -180.34688
-39.3333 -186.86304-41.3333 -192.864
-43.3333 -198.32288
-45.3333 -203.2128
-47.3333 -207.50688
-49.3333 -211.17824
25664.8 KN
e) 46.648 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
33421292 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
34/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
35/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00295 21.6825 216825 47.33333 216825
4 100 -0.0029 22.33 223300 45.33333 223300
6 100 -0.00285 22.9425 229425 43.33333 229425
8 100 -0.0028 23.52 235200 41.33333 235200
10 100 -0.00275 24.0625 240625 39.33333 240625
12 100 -0.0027 24.57 245700 37.33333 245700
14 100 -0.00265 25.0425 250425 35.33333 250425
16 100 -0.0026 25.48 254800 33.33333 254800
18 100 -0.00255 25.8825 258825 31.33333 258825
20 100 -0.0025 26.25 262500 29.33333 262500
22 100 -0.00245 26.5825 265825 27.33333 265825
24 100 -0.0024 26.88 268800 25.33333 268800
26 100 -0.00235 27.1425 271425 23.33333 271425
28 100 -0.0023 27.37 273700 21.33333 273700
30 100 -0.00225 27.5625 275625 19.33333 275625
32 100 -0.0022 27.72 277200 17.33333 277200
34 100 -0.00215 27.8425 278425 15.33333 278425
36 100 -0.0021 27.93 279300 13.33333 27930038 100 -0.00205 27.9825 279825 11.33333 279825
40 100 -0.002 28 280000 9.333333 280000
42 100 -0.00195 27.9825 279825 7.333333 279825
44 100 -0.0019 27.93 279300 5.333333 279300
46 100 -0.00185 27.8425 278425 3.333333 278425
48 100 -0.0018 27.72 277200 1.333333 277200
50 100 -0.00175 27.5625 275625 -0.66667 275625
52 100 -0.0017 27.37 273700 -2.66667 273700
54 100 -0.00165 27.1425 271425 -4.66667 271425
56 100 -0.0016 26.88 268800 -6.66667 268800
58 100 -0.00155 26.5825 265825 -8.66667 265825
60 100 -0.0015 26.25 262500 -10.6667 262500
62 100 -0.00145 25.8825 258825 -12.6667 258825
64 100 -0.0014 25.48 254800 -14.6667 254800
66 100 -0.00135 25.0425 250425 -16.6667 250425
68 100 -0.0013 24.57 245700 -18.6667 245700
70 100 -0.00125 24.0625 240625 -20.6667 240625
72 100 -0.0012 23.52 235200 -22.6667 235200
74 100 -0.00115 22.9425 229425 -24.6667 229425
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
36/259
76 100 -0.0011 22.33 223300 -26.6667 223300
78 100 -0.00105 21.6825 216825 -28.6667 216825
80 100 -0.001 21 210000 -30.6667 210000
82 100 -0.00095 20.2825 202825 -32.6667 202825
84 100 -0.0009 19.53 195300 -34.6667 195300
86 100 -0.00085 18.7425 187425 -36.6667 187425
88 100 -0.0008 17.92 179200 -38.6667 17920090 100 -0.00075 17.0625 170625 -40.6667 170625
92 100 -0.0007 16.17 161700 -42.6667 161700
94 100 -0.00065 15.2425 152425 -44.6667 152425
96 100 -0.0006 14.28 142800 -46.6667 142800
98 100 -0.00055 13.2825 132825 -48.6667 132825
100 100 -0.0005 12.25
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.0029 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00268 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00245 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.0022 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.00198 -395 -387890 -34.9101 369428.4
5 50 50 9.82 -0.00175 -350 -343700 0 369428.4
6 59.2 59 9.82 -0.00153 -305 -299510 26.9559 369428.4
7 68.4 68 9.82 -0.0013 -260 -255320 45.9576 369428.4
8 77.6 78 9.82 -0.00105 -210 -206220 57.7416 369428.4
9 86.8 87 9.82 -0.00083 -165 -162030 59.9511 369428.4
10 96 96 58.9 -0.0006 -120 -706800 325.128 2215818
total force (steel) 5895.87 KN
total Moment (steel) 928.96 KN-m
Total Force over Entire Cross-section 29897.12
Norminal Moment, Mn 1584.947
strength reduction factor 0.65
Ultimate Moment capacity, Mu 1030.216
ultimate axial force capacity, Mu 19433.13
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
37/259
-
7/28/2019 Design Column 1
38/259
48.66667 205.8
46.66667 203.8155
44.66667 200.97
42.66667 197.3055
40.66667 192.864
38.66667 187.6875
36.66667 181.818
34.66667 175.2975
32.66667 168.168
30.66667 160.4715
28.66667 152.25
26.66667 143.5455
24.66667 134.4
22.66667 124.8555
20.66667 114.954
18.66667 104.7375
16.66667 94.248
14.66667 83.5275
12.66667 72.61810.66667 61.5615
8.666667 50.4
6.666667 39.1755
4.666667 27.93
2.666667 16.7055
0.666667 5.544
-1.33333 -5.5125
-3.33333 -16.422
-5.33333 -27.1425
-7.33333 -37.632
-9.33333 -47.8485
-11.3333 -57.75
-13.3333 -67.2945
-15.3333 -76.44
-17.3333 -85.1445
-19.3333 -93.366
-21.3333 -101.0625
-23.3333 -108.192
-25.3333 -114.7125
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
39/259
-27.3333 -120.582
-29.3333 -125.7585
-31.3333 -130.2
-33.3333 -133.8645
-35.3333 -136.71
-37.3333 -138.6945
-39.3333 -139.776-41.3333 -139.9125
-43.3333 -139.062
-45.3333 -137.1825
-47.3333 -134.232
-49.3333 -130.1685
24001.25 KN
e) 655.9875 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
31757742 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
40/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
41/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00294 21.8148 218148 47.33333 218148
4 100 -0.00288 22.5792 225792 45.33333 225792
6 100 -0.00282 23.2932 232932 43.33333 232932
8 100 -0.00276 23.9568 239568 41.33333 239568
10 100 -0.0027 24.57 245700 39.33333 245700
12 100 -0.00264 25.1328 251328 37.33333 251328
14 100 -0.00258 25.6452 256452 35.33333 256452
16 100 -0.00252 26.1072 261072 33.33333 261072
18 100 -0.00246 26.5188 265188 31.33333 265188
20 100 -0.0024 26.88 268800 29.33333 268800
22 100 -0.00234 27.1908 271908 27.33333 271908
24 100 -0.00228 27.4512 274512 25.33333 274512
26 100 -0.00222 27.6612 276612 23.33333 276612
28 100 -0.00216 27.8208 278208 21.33333 278208
30 100 -0.0021 27.93 279300 19.33333 279300
32 100 -0.00204 27.9888 279888 17.33333 279888
34 100 -0.00198 27.9972 279972 15.33333 279972
36 100 -0.00192 27.9552 279552 13.33333 27955238 100 -0.00186 27.8628 278628 11.33333 278628
40 100 -0.0018 27.72 277200 9.333333 277200
42 100 -0.00174 27.5268 275268 7.333333 275268
44 100 -0.00168 27.2832 272832 5.333333 272832
46 100 -0.00162 26.9892 269892 3.333333 269892
48 100 -0.00156 26.6448 266448 1.333333 266448
50 100 -0.0015 26.25 262500 -0.66667 262500
52 100 -0.00144 25.8048 258048 -2.66667 258048
54 100 -0.00138 25.3092 253092 -4.66667 253092
56 100 -0.00132 24.7632 247632 -6.66667 247632
58 100 -0.00126 24.1668 241668 -8.66667 241668
60 100 -0.0012 23.52 235200 -10.6667 235200
62 100 -0.00114 22.8228 228228 -12.6667 228228
64 100 -0.00108 22.0752 220752 -14.6667 220752
66 100 -0.00102 21.2772 212772 -16.6667 212772
68 100 -0.00096 20.4288 204288 -18.6667 204288
70 100 -0.0009 19.53 195300 -20.6667 195300
72 100 -0.00084 18.5808 185808 -22.6667 185808
74 100 -0.00078 17.5812 175812 -24.6667 175812
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
42/259
76 100 -0.00072 16.5312 165312 -26.6667 165312
78 100 -0.00066 15.4308 154308 -28.6667 154308
80 100 -0.0006 14.28 142800 -30.6667 142800
82 100 -0.00054 13.0788 130788 -32.6667 130788
84 100 -0.00048 11.8272 118272 -34.6667 118272
86 100 -0.00042 10.5252 105252 -36.6667 105252
88 100 -0.00036 9.1728 91728 -38.6667 9172890 100 -0.0003 7.77 77700 -40.6667 77700
92 100 -0.00024 6.3168 63168 -42.6667 63168
94 100 -0.00018 4.8132 48132 -44.6667 48132
96 100 -0.00012 3.2592 32592 -46.6667 32592
98 100 -6E-05 1.6548 16548 -48.6667 16548
100 100 0 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00288 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00261 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00234 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00204 -400 -392800 -70.704 369428.44 40.8 41 9.82 -0.00177 -354 -347628 -31.2865 369428.4
5 50 50 9.82 -0.0015 -300 -294600 0 369428.4
6 59.2 59 9.82 -0.00123 -246 -241572 21.74148 369428.4
7 68.4 68 9.82 -0.00096 -192 -188544 33.93792 369428.4
8 77.6 78 9.82 -0.00066 -132 -129624 36.29472 369428.4
9 86.8 87 9.82 -0.00039 -78 -76596 28.34052 369428.4
10 96 96 58.9 -0.00012 -24 -141360 65.0256 2215818
total force (steel) 4954.32 KN
total Moment (steel) 1255.73 KN-m
Total Force over Entire Cross-section 26160.12
Norminal Moment, Mn 2900.072
strength reduction factor 0.65
Ultimate Moment capacity, Mu 1885.047
ultimate axial force capacity, Mu 17004.08
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
43/259
-
7/28/2019 Design Column 1
44/259
48.66667 205.8
46.66667 205.05912
44.66667 203.2128
42.66667 200.32152
40.66667 196.44576
38.66667 191.646
36.66667 185.98272
34.66667 179.5164
32.66667 172.30752
30.66667 164.41656
28.66667 155.904
26.66667 146.83032
24.66667 137.256
22.66667 127.24152
20.66667 116.84736
18.66667 106.134
16.66667 95.16192
14.66667 83.9916
12.66667 72.6835210.66667 61.29816
8.666667 49.896
6.666667 38.53752
4.666667 27.2832
2.666667 16.19352
0.666667 5.32896
-1.33333 -5.25
-3.33333 -15.48288
-5.33333 -25.3092
-7.33333 -34.66848
-9.33333 -43.50024
-11.3333 -51.744
-13.3333 -59.33928
-15.3333 -66.2256
-17.3333 -72.34248
-19.3333 -77.62944
-21.3333 -82.026
-23.3333 -85.47168
-25.3333 -87.906
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
45/259
-27.3333 -89.26848
-29.3333 -89.49864
-31.3333 -88.536
-33.3333 -86.32008
-35.3333 -82.7904
-37.3333 -77.88648
-39.3333 -71.54784-41.3333 -63.714
-43.3333 -54.32448
-45.3333 -43.3188
-47.3333 -30.63648
-49.3333 -16.21704
21205.8 KN
e) 1644.342 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
28962292 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
46/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
47/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00293 21.9457 219457 47.33333 219457
4 100 -0.00286 22.8228 228228 45.33333 228228
6 100 -0.00279 23.6313 236313 43.33333 236313
8 100 -0.00272 24.3712 243712 41.33333 243712
10 100 -0.00265 25.0425 250425 39.33333 250425
12 100 -0.00258 25.6452 256452 37.33333 256452
14 100 -0.00251 26.1793 261793 35.33333 261793
16 100 -0.00244 26.6448 266448 33.33333 266448
18 100 -0.00237 27.0417 270417 31.33333 270417
20 100 -0.0023 27.37 273700 29.33333 273700
22 100 -0.00223 27.6297 276297 27.33333 276297
24 100 -0.00216 27.8208 278208 25.33333 278208
26 100 -0.00209 27.9433 279433 23.33333 279433
28 100 -0.00202 27.9972 279972 21.33333 279972
30 100 -0.00195 27.9825 279825 19.33333 279825
32 100 -0.00188 27.8992 278992 17.33333 278992
34 100 -0.00181 27.7473 277473 15.33333 277473
36 100 -0.00174 27.5268 275268 13.33333 27526838 100 -0.00167 27.2377 272377 11.33333 272377
40 100 -0.0016 26.88 268800 9.333333 268800
42 100 -0.00153 26.4537 264537 7.333333 264537
44 100 -0.00146 25.9588 259588 5.333333 259588
46 100 -0.00139 25.3953 253953 3.333333 253953
48 100 -0.00132 24.7632 247632 1.333333 247632
50 100 -0.00125 24.0625 240625 -0.66667 240625
52 100 -0.00118 23.2932 232932 -2.66667 232932
54 100 -0.00111 22.4553 224553 -4.66667 224553
56 100 -0.00104 21.5488 215488 -6.66667 215488
58 100 -0.00097 20.5737 205737 -8.66667 205737
60 100 -0.0009 19.53 195300 -10.6667 195300
62 100 -0.00083 18.4177 184177 -12.6667 184177
64 100 -0.00076 17.2368 172368 -14.6667 172368
66 100 -0.00069 15.9873 159873 -16.6667 159873
68 100 -0.00062 14.6692 146692 -18.6667 146692
70 100 -0.00055 13.2825 132825 -20.6667 132825
72 100 -0.00048 11.8272 118272 -22.6667 118272
74 100 -0.00041 10.3033 103033 -24.6667 103033
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
48/259
76 100 -0.00034 8.7108 87108 -26.6667 87108
78 100 -0.00027 7.0497 70497 -28.6667 70497
80 100 -0.0002 5.32 53200 -30.6667 53200
82 100 -0.00013 3.5217 35217 -32.6667 35217
84 100 -6E-05 1.6548 16548 -34.6667 16548
86 100 0.00001 0 0 -36.6667 0
88 100 8E-05 0 0 -38.6667 090 100 0.00015 0 0 -40.6667 0
92 100 0.00022 0 0 -42.6667 0
94 100 0.00029 0 0 -44.6667 0
96 100 0.00036 0 0 -46.6667 0
98 100 0.00043 0 0 -48.6667 0
100 100 0.0005 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00286 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00255 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00223 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00188 -376 -369232 -66.4618 369428.44 40.8 41 9.82 -0.00157 -313 -307366 -27.6629 369428.4
5 50 50 9.82 -0.00125 -250 -245500 0 369428.4
6 59.2 59 9.82 -0.00094 -187 -183634 16.52706 369428.4
7 68.4 68 9.82 -0.00062 -124 -121768 21.91824 369428.4
8 77.6 78 9.82 -0.00027 -54 -53028 14.84784 369428.4
9 86.8 87 9.82 4.5E-05 9 8838 -3.27006 369428.4
10 96 96 58.9 0.00036 72 424080 -195.077 2215818
total force (steel) 3989.21 KN
total Moment (steel) 1578.26 KN-m
Total Force over Entire Cross-section 22196.7
Norminal Moment, Mn 4072.82
strength reduction factor 0.65
Ultimate Moment capacity, Mu 2647.333
ultimate axial force capacity, Mu 14427.86
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
49/259
-
7/28/2019 Design Column 1
50/259
48.66667 205.8
46.66667 206.28958
44.66667 205.4052
42.66667 203.22918
40.66667 199.84384
38.66667 195.3315
36.66667 189.77448
34.66667 183.2551
32.66667 175.85568
30.66667 167.65854
28.66667 158.746
26.66667 149.20038
24.66667 139.104
22.66667 128.53918
20.66667 117.58824
18.66667 106.3335
16.66667 94.85728
14.66667 83.2419
12.66667 71.5696810.66667 59.92294
8.666667 48.384
6.666667 37.03518
4.666667 25.9588
2.666667 15.23718
0.666667 4.95264
-1.33333 -4.8125
-3.33333 -13.97592
-5.33333 -22.4553
-7.33333 -30.16832
-9.33333 -37.03266
-11.3333 -42.966
-13.3333 -47.88602
-15.3333 -51.7104
-17.3333 -54.35682
-19.3333 -55.74296
-21.3333 -55.7865
-23.3333 -54.40512
-25.3333 -51.5165
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
51/259
-27.3333 -47.03832
-29.3333 -40.88826
-31.3333 -32.984
-33.3333 -23.24322
-35.3333 -11.5836
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
18207.49 KN
e) 2494.56158 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
25963982 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
52/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
53/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00292 22.0752 220752 47.33333 220752
4 100 -0.00284 23.0608 230608 45.33333 230608
6 100 -0.00276 23.9568 239568 43.33333 239568
8 100 -0.00268 24.7632 247632 41.33333 247632
10 100 -0.0026 25.48 254800 39.33333 254800
12 100 -0.00252 26.1072 261072 37.33333 261072
14 100 -0.00244 26.6448 266448 35.33333 266448
16 100 -0.00236 27.0928 270928 33.33333 270928
18 100 -0.00228 27.4512 274512 31.33333 274512
20 100 -0.0022 27.72 277200 29.33333 277200
22 100 -0.00212 27.8992 278992 27.33333 278992
24 100 -0.00204 27.9888 279888 25.33333 279888
26 100 -0.00196 27.9888 279888 23.33333 279888
28 100 -0.00188 27.8992 278992 21.33333 278992
30 100 -0.0018 27.72 277200 19.33333 277200
32 100 -0.00172 27.4512 274512 17.33333 274512
34 100 -0.00164 27.0928 270928 15.33333 270928
36 100 -0.00156 26.6448 266448 13.33333 26644838 100 -0.00148 26.1072 261072 11.33333 261072
40 100 -0.0014 25.48 254800 9.333333 254800
42 100 -0.00132 24.7632 247632 7.333333 247632
44 100 -0.00124 23.9568 239568 5.333333 239568
46 100 -0.00116 23.0608 230608 3.333333 230608
48 100 -0.00108 22.0752 220752 1.333333 220752
50 100 -0.001 21 210000 -0.66667 210000
52 100 -0.00092 19.8352 198352 -2.66667 198352
54 100 -0.00084 18.5808 185808 -4.66667 185808
56 100 -0.00076 17.2368 172368 -6.66667 172368
58 100 -0.00068 15.8032 158032 -8.66667 158032
60 100 -0.0006 14.28 142800 -10.6667 142800
62 100 -0.00052 12.6672 126672 -12.6667 126672
64 100 -0.00044 10.9648 109648 -14.6667 109648
66 100 -0.00036 9.1728 91728 -16.6667 91728
68 100 -0.00028 7.2912 72912 -18.6667 72912
70 100 -0.0002 5.32 53200 -20.6667 53200
72 100 -0.00012 3.2592 32592 -22.6667 32592
74 100 -4E-05 1.1088 11088 -24.6667 11088
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
54/259
76 100 4E-05 0 0 -26.6667 0
78 100 0.00012 0 0 -28.6667 0
80 100 0.0002 0 0 -30.6667 0
82 100 0.00028 0 0 -32.6667 0
84 100 0.00036 0 0 -34.6667 0
86 100 0.00044 0 0 -36.6667 0
88 100 0.00052 0 0 -38.6667 090 100 0.0006 0 0 -40.6667 0
92 100 0.00068 0 0 -42.6667 0
94 100 0.00076 0 0 -44.6667 0
96 100 0.00084 0 0 -46.6667 0
98 100 0.00092 0 0 -48.6667 0
100 100 0.001 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00284 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00248 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00212 -400 -392800 -109.984 369428.4
3 31.6 32 9.82 -0.00172 -344 -337808 -60.8054 369428.44 40.8 41 9.82 -0.00136 -272 -267104 -24.0394 369428.4
5 50 50 9.82 -0.001 -200 -196400 0 369428.4
6 59.2 59 9.82 -0.00064 -128 -125696 11.31264 369428.4
7 68.4 68 9.82 -0.00028 -56 -54992 9.89856 369428.4
8 77.6 78 9.82 0.00012 24 23568 -6.59904 369428.4
9 86.8 87 9.82 0.00048 96 94272 -34.8806 369428.4
10 96 96 58.9 0.00084 168 989520 -455.179 2215818
total force (steel) 3016.24 KN
total Moment (steel) 1899.37 KN-m
Total Force over Entire Cross-section 18976.24
Norminal Moment, Mn 4797.198
strength reduction factor 0.65
Ultimate Moment capacity, Mu 3118.179
ultimate axial force capacity, Mu 12334.56
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
55/259
-
7/28/2019 Design Column 1
56/259
48.66667 205.8
46.66667 207.50688
44.66667 207.5472
42.66667 206.02848
40.66667 203.05824
38.66667 198.744
36.66667 193.19328
34.66667 186.5136
32.66667 178.81248
30.66667 170.19744
28.66667 160.776
26.66667 150.65568
24.66667 139.944
22.66667 128.74848
20.66667 117.17664
18.66667 105.336
16.66667 93.33408
14.66667 81.2784
12.66667 69.2764810.66667 57.43584
8.666667 45.864
6.666667 34.66848
4.666667 23.9568
2.666667 13.83648
0.666667 4.41504
-1.33333 -4.2
-3.33333 -11.90112
-5.33333 -18.5808
-7.33333 -24.13152
-9.33333 -28.44576
-11.3333 -31.416
-13.3333 -32.93472
-15.3333 -32.8944
-17.3333 -31.18752
-19.3333 -27.70656
-21.3333 -22.344
-23.3333 -14.99232
-25.3333 -5.544
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
57/259
-
7/28/2019 Design Column 1
58/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
59/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00291 22.2033 222033 47.33333 222033
4 100 -0.00282 23.2932 232932 45.33333 232932
6 100 -0.00273 24.2697 242697 43.33333 242697
8 100 -0.00264 25.1328 251328 41.33333 251328
10 100 -0.00255 25.8825 258825 39.33333 258825
12 100 -0.00246 26.5188 265188 37.33333 265188
14 100 -0.00237 27.0417 270417 35.33333 270417
16 100 -0.00228 27.4512 274512 33.33333 274512
18 100 -0.00219 27.7473 277473 31.33333 277473
20 100 -0.0021 27.93 279300 29.33333 279300
22 100 -0.00201 27.9993 279993 27.33333 279993
24 100 -0.00192 27.9552 279552 25.33333 279552
26 100 -0.00183 27.7977 277977 23.33333 277977
28 100 -0.00174 27.5268 275268 21.33333 275268
30 100 -0.00165 27.1425 271425 19.33333 271425
32 100 -0.00156 26.6448 266448 17.33333 266448
34 100 -0.00147 26.0337 260337 15.33333 260337
36 100 -0.00138 25.3092 253092 13.33333 25309238 100 -0.00129 24.4713 244713 11.33333 244713
40 100 -0.0012 23.52 235200 9.333333 235200
42 100 -0.00111 22.4553 224553 7.333333 224553
44 100 -0.00102 21.2772 212772 5.333333 212772
46 100 -0.00093 19.9857 199857 3.333333 199857
48 100 -0.00084 18.5808 185808 1.333333 185808
50 100 -0.00075 17.0625 170625 -0.66667 170625
52 100 -0.00066 15.4308 154308 -2.66667 154308
54 100 -0.00057 13.6857 136857 -4.66667 136857
56 100 -0.00048 11.8272 118272 -6.66667 118272
58 100 -0.00039 9.8553 98553 -8.66667 98553
60 100 -0.0003 7.77 77700 -10.6667 77700
62 100 -0.00021 5.5713 55713 -12.6667 55713
64 100 -0.00012 3.2592 32592 -14.6667 32592
66 100 -3E-05 0.8337 8337 -16.6667 8337
68 100 6E-05 0 0 -18.6667 0
70 100 0.00015 0 0 -20.6667 0
72 100 0.00024 0 0 -22.6667 0
74 100 0.00033 0 0 -24.6667 0
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
60/259
-
7/28/2019 Design Column 1
61/259
-
7/28/2019 Design Column 1
62/259
48.66667 205.8
46.66667 208.71102
44.66667 209.6388
42.66667 208.71942
40.66667 206.08896
38.66667 201.8835
36.66667 196.23912
34.66667 189.2919
32.66667 181.17792
30.66667 172.03326
28.66667 161.994
26.66667 151.19622
24.66667 139.776
22.66667 127.86942
20.66667 115.61256
18.66667 103.1415
16.66667 90.59232
14.66667 78.1011
12.66667 65.8039210.66667 53.83686
8.666667 42.336
6.666667 31.43742
4.666667 21.2772
2.666667 11.99142
0.666667 3.71616
-1.33333 -3.4125
-3.33333 -9.25848
-5.33333 -13.6857
-7.33333 -16.55808
-9.33333 -17.73954
-11.3333 -17.094
-13.3333 -14.48538
-15.3333 -9.7776
-17.3333 -2.83458
-19.3333 0
-21.3333 0
-23.3333 0
-25.3333 0
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
63/259
-27.3333 0
-29.3333 0
-31.3333 0
-33.3333 0
-35.3333 0
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
14209.314 KN
e) 3073.42014 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
21965806 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
64/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
65/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.0029 22.33 223300 47.33333 223300
4 100 -0.0028 23.52 235200 45.33333 235200
6 100 -0.0027 24.57 245700 43.33333 245700
8 100 -0.0026 25.48 254800 41.33333 254800
10 100 -0.0025 26.25 262500 39.33333 262500
12 100 -0.0024 26.88 268800 37.33333 268800
14 100 -0.0023 27.37 273700 35.33333 273700
16 100 -0.0022 27.72 277200 33.33333 277200
18 100 -0.0021 27.93 279300 31.33333 279300
20 100 -0.002 28 280000 29.33333 280000
22 100 -0.0019 27.93 279300 27.33333 279300
24 100 -0.0018 27.72 277200 25.33333 277200
26 100 -0.0017 27.37 273700 23.33333 273700
28 100 -0.0016 26.88 268800 21.33333 268800
30 100 -0.0015 26.25 262500 19.33333 262500
32 100 -0.0014 25.48 254800 17.33333 254800
34 100 -0.0013 24.57 245700 15.33333 245700
36 100 -0.0012 23.52 235200 13.33333 23520038 100 -0.0011 22.33 223300 11.33333 223300
40 100 -0.001 21 210000 9.333333 210000
42 100 -0.0009 19.53 195300 7.333333 195300
44 100 -0.0008 17.92 179200 5.333333 179200
46 100 -0.0007 16.17 161700 3.333333 161700
48 100 -0.0006 14.28 142800 1.333333 142800
50 100 -0.0005 12.25 122500 -0.66667 122500
52 100 -0.0004 10.08 100800 -2.66667 100800
54 100 -0.0003 7.77 77700 -4.66667 77700
56 100 -0.0002 5.32 53200 -6.66667 53200
58 100 -0.0001 2.73 27300 -8.66667 27300
60 100 0 0 0 -10.6667 0
62 100 1E-04 0 0 -12.6667 0
64 100 0.0002 0 0 -14.6667 0
66 100 0.0003 0 0 -16.6667 0
68 100 0.0004 0 0 -18.6667 0
70 100 0.0005 0 0 -20.6667 0
72 100 0.0006 0 0 -22.6667 0
74 100 0.0007 0 0 -24.6667 0
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
66/259
76 100 0.0008 0 0 -26.6667 0
78 100 0.0009 0 0 -28.6667 0
80 100 0.001 0 0 -30.6667 0
82 100 0.0011 0 0 -32.6667 0
84 100 0.0012 0 0 -34.6667 0
86 100 0.0013 0 0 -36.6667 0
88 100 0.0014 0 0 -38.6667 090 100 0.0015 0 0 -40.6667 0
92 100 0.0016 0 0 -42.6667 0
94 100 0.0017 0 0 -44.6667 0
96 100 0.0018 0 0 -46.6667 0
98 100 0.0019 0 0 -48.6667 0
100 100 0.002 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.0028 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00235 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.0019 -380 -373160 -104.485 369428.4
3 31.6 32 9.82 -0.0014 -280 -274960 -49.4928 369428.44 40.8 41 9.82 -0.00095 -190 -186580 -16.7922 369428.4
5 50 50 9.82 -0.0005 -100 -98200 0 369428.4
6 59.2 59 9.82 -5E-05 -10 -9820 0.8838 369428.4
7 68.4 68 9.82 0.0004 80 78560 -14.1408 369428.4
8 77.6 78 9.82 0.0009 180 176760 -49.4928 369428.4
9 86.8 87 9.82 0.00135 270 265140 -98.1018 369428.4
10 96 96 58.9 0.0018 360 2120400 -975.384 2215818
total force (steel) 1050.66 KN
total Moment (steel) 2536.1 KN-m
Total Force over Entire Cross-section 13853.66
Norminal Moment, Mn 5663.071
strength reduction factor 0.65
Ultimate Moment capacity, Mu 3680.996
ultimate axial force capacity, Mu 9004.879
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
67/259
-
7/28/2019 Design Column 1
68/259
48.66667 205.8
46.66667 209.902
44.66667 211.68
42.66667 211.302
40.66667 208.936
38.66667 204.75
36.66667 198.912
34.66667 191.59
32.66667 182.952
30.66667 173.166
28.66667 162.4
26.66667 150.822
24.66667 138.6
22.66667 125.902
20.66667 112.896
18.66667 99.75
16.66667 86.632
14.66667 73.71
12.66667 61.15210.66667 49.126
8.666667 37.8
6.666667 27.342
4.666667 17.92
2.666667 9.702
0.666667 2.856
-1.33333 -2.45
-3.33333 -6.048
-5.33333 -7.77
-7.33333 -7.448
-9.33333 -4.914
-11.3333 0
-13.3333 0
-15.3333 0
-17.3333 0
-19.3333 0
-21.3333 0
-23.3333 0
-25.3333 0
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
69/259
-27.3333 0
-29.3333 0
-31.3333 0
-33.3333 0
-35.3333 0
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
12803 KN
e) 3126.97 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
20559492 50
KN
KN-m
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
70/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
71/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00289 22.46232 224623 47.33333 224623.2
4 100 -0.00278 23.75351 237535 45.33333 237535.1
6 100 -0.00267 24.87355 248735 43.33333 248735.5
8 100 -0.00256 25.82245 258224 41.33333 258224.5
10 100 -0.00245 26.60021 266002 39.33333 266002.1
12 100 -0.00234 27.20683 272068 37.33333 272068.3
14 100 -0.00223 27.6423 276423 35.33333 276423
16 100 -0.00212 27.90664 279066 33.33333 279066.4
18 100 -0.002 27.99983 279998 31.33333 279998.3
20 100 -0.00189 27.92188 279219 29.33333 279218.8
22 100 -0.00178 27.67279 276728 27.33333 276727.9
24 100 -0.00167 27.25256 272526 25.33333 272525.6
26 100 -0.00156 26.66119 266612 23.33333 266611.9
28 100 -0.00145 25.89868 258987 21.33333 258986.8
30 100 -0.00134 24.96502 249650 19.33333 249650.2
32 100 -0.00123 23.86023 238602 17.33333 238602.3
34 100 -0.00112 22.58429 225843 15.33333 225842.9
36 100 -0.00101 21.13721 211372 13.33333 211372.138 100 -0.0009 19.51899 195190 11.33333 195189.9
40 100 -0.00079 17.72963 177296 9.333333 177296.3
42 100 -0.00068 15.76913 157691 7.333333 157691.3
44 100 -0.00057 13.63749 136375 5.333333 136374.9
46 100 -0.00046 11.3347 113347 3.333333 113347
48 100 -0.00035 8.860775 88607.8 1.333333 88607.75
50 100 -0.00024 6.215708 62157.1 -0.66667 62157.08
52 100 -0.00013 3.399499 33995 -2.66667 33994.99
54 100 -1.5E-05 0.412149 4121.49 -4.66667 4121.487
56 100 9.58E-05 0 0 -6.66667 0
58 100 0.000206 0 0 -8.66667 0
60 100 0.000317 0 0 -10.6667 0
62 100 0.000427 0 0 -12.6667 0
64 100 0.000538 0 0 -14.6667 0
66 100 0.000649 0 0 -16.6667 0
68 100 0.000759 0 0 -18.6667 0
70 100 0.00087 0 0 -20.6667 0
72 100 0.00098 0 0 -22.6667 0
74 100 0.001091 0 0 -24.6667 0
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
72/259
76 100 0.001201 0 0 -26.6667 0
78 100 0.001312 0 0 -28.6667 0
80 100 0.001423 0 0 -30.6667 0
82 100 0.001533 0 0 -32.6667 0
84 100 0.001644 0 0 -34.6667 0
86 100 0.001754 0 0 -36.6667 0
88 100 0.001865 0 0 -38.6667 090 100 0.001975 0 0 -40.6667 0
92 100 0.002086 0 0 -42.6667 0
94 100 0.002197 0 0 -44.6667 0
96 100 0.002307 0 0 -46.6667 0
98 100 0.002418 0 0 -48.6667 0
100 100 0.002528 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00278 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00228 -400 -392800 -145.336 369428.4
2 22.4 22 9.82 -0.00178 -356.759 -350338 -98.0946 369428.4
3 31.6 32 9.82 -0.00123 -246.195 -241764 -43.5175 369428.44 40.8 41 9.82 -0.00073 -146.688 -144048 -12.9643 369428.4
5 50 50 9.82 -0.00024 -47.1804 -46331 0 369428.4
6 59.2 59 9.82 0.000262 52.32713 51385.2 -4.62467 369428.4
7 68.4 68 9.82 0.000759 151.8347 149102 -26.8383 369428.4
8 77.6 78 9.82 0.001312 262.3986 257675 -72.1491 369428.4
9 86.8 87 9.82 0.00181 361.9061 355392 -131.495 369428.4
10 96 96 58.9 0.002307 461.4136 2717726 -1250.15 2215818
total force (steel) 0 KN
total Moment (steel) 2868.93 KN-m
Total Force over Entire Cross-section 11601.99
Norminal Moment, Mn 5978.616
strength reduction factor 0.694016
Ultimate Moment capacity, Mu 4149.257
ultimate axial force capacity, Mu 8051.972
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
73/259
-
7/28/2019 Design Column 1
74/259
48.66667 205.8
46.66667 211.145848
44.66667 213.781564
42.66667 213.912519
40.66667 211.744081
38.66667 207.481621
36.66667 201.330508
34.66667 193.496112
32.66667 184.183802
30.66667 173.598947
28.66667 161.946919
26.66667 149.433085
24.66667 136.262816
22.66667 122.641481
20.66667 108.774449
18.66667 94.8670915
16.66667 81.1247766
14.66667 67.7528743
12.66667 54.956754110.66667 42.9417857
8.666667 31.9133385
6.666667 22.0767823
4.666667 13.6374866
2.666667 6.80082101
0.666667 1.77215508
-1.33333 -1.2431416
-3.33333 -2.0396993
-5.33333 -0.4121487
-7.33333 0
-9.33333 0
-11.3333 0
-13.3333 0
-15.3333 0
-17.3333 0
-19.3333 0
-21.3333 0
-23.3333 0
-25.3333 0
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
75/259
-27.3333 0
-29.3333 0
-31.3333 0
-33.3333 0
-35.3333 0
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
11601.9914 KN
e) 3109.68263 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
19358483 50
KN
KN-m factor of reduction 0.65
0.65+0.25/0.003*(strain-0.002)
0.9
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
76/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
77/259
-
7/28/2019 Design Column 1
78/259
if strain
-
7/28/2019 Design Column 1
79/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00284 23.0608 230608 47.33333 230608
4 100 -0.00268 24.7632 247632 45.33333 247632
6 100 -0.00252 26.1072 261072 43.33333 261072
8 100 -0.00236 27.0928 270928 41.33333 270928
10 100 -0.0022 27.72 277200 39.33333 277200
12 100 -0.00204 27.9888 279888 37.33333 279888
14 100 -0.00188 27.8992 278992 35.33333 278992
16 100 -0.00172 27.4512 274512 33.33333 274512
18 100 -0.00156 26.6448 266448 31.33333 266448
20 100 -0.0014 25.48 254800 29.33333 254800
22 100 -0.00124 23.9568 239568 27.33333 239568
24 100 -0.00108 22.0752 220752 25.33333 220752
26 100 -0.00092 19.8352 198352 23.33333 198352
28 100 -0.00076 17.2368 172368 21.33333 172368
30 100 -0.0006 14.28 142800 19.33333 142800
32 100 -0.00044 10.9648 109648 17.33333 109648
34 100 -0.00028 7.2912 72912 15.33333 72912
36 100 -0.00012 3.2592 32592 13.33333 3259238 100 4E-05 0 0 11.33333 0
40 100 0.0002 0 0 9.333333 0
42 100 0.00036 0 0 7.333333 0
44 100 0.00052 0 0 5.333333 0
46 100 0.00068 0 0 3.333333 0
48 100 0.00084 0 0 1.333333 0
50 100 0.001 0 0 -0.66667 0
52 100 0.00116 0 0 -2.66667 0
54 100 0.00132 0 0 -4.66667 0
56 100 0.00148 0 0 -6.66667 0
58 100 0.00164 0 0 -8.66667 0
60 100 0.0018 0 0 -10.6667 0
62 100 0.00196 0 0 -12.6667 0
64 100 0.00212 0 0 -14.6667 0
66 100 0.00228 0 0 -16.6667 0
68 100 0.00244 0 0 -18.6667 0
70 100 0.0026 0 0 -20.6667 0
72 100 0.00276 0 0 -22.6667 0
74 100 0.00292 0 0 -24.6667 0
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
80/259
76 100 0.00308 0 0 -26.6667 0
78 100 0.00324 0 0 -28.6667 0
80 100 0.0034 0 0 -30.6667 0
82 100 0.00356 0 0 -32.6667 0
84 100 0.00372 0 0 -34.6667 0
86 100 0.00388 0 0 -36.6667 0
88 100 0.00404 0 0 -38.6667 090 100 0.0042 0 0 -40.6667 0
92 100 0.00436 0 0 -42.6667 0
94 100 0.00452 0 0 -44.6667 0
96 100 0.00468 0 0 -46.6667 0
98 100 0.00484 0 0 -48.6667 0
100 100 0.005 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00268 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00196 -392 -384944 -142.429 369428.4
2 22.4 22 9.82 -0.00124 -248 -243536 -68.1901 369428.4
3 31.6 32 9.82 -0.00044 -88 -86416 -15.5549 369428.44 40.8 41 9.82 0.00028 56 54992 4.94928 369428.4
5 50 50 9.82 0.001 200 196400 0 369428.4
6 59.2 59 9.82 0.00172 344 337808 -30.4027 369428.4
7 68.4 68 9.82 0.00244 488 479216 -86.2589 369428.4
8 77.6 78 9.82 0.00324 648 636336 -178.174 369428.4
9 86.8 87 9.82 0.00396 792 777744 -287.765 369428.4
10 96 96 58.9 0.00468 936 5513040 -2536 2215818
total force (steel) 4924.64 KN
total Moment (steel) 4423.58 KN-m
Total Force over Entire Cross-section 13006.78
Norminal Moment, Mn 7153.766
strength reduction factor 0.83
Ultimate Moment capacity, Mu 5937.626
ultimate axial force capacity, Mu 10795.63
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
81/259
-
7/28/2019 Design Column 1
82/259
48.66667 205.8
46.66667 216.77152
44.66667 222.8688
42.66667 224.52192
40.66667 222.16096
38.66667 216.216
36.66667 207.11712
34.66667 195.2944
32.66667 181.17792
30.66667 165.19776
28.66667 147.784
26.66667 129.36672
24.66667 110.376
22.66667 91.24192
20.66667 72.39456
18.66667 54.264
16.66667 37.28032
14.66667 21.8736
12.66667 8.4739210.66667 0
8.666667 0
6.666667 0
4.666667 0
2.666667 0
0.666667 0
-1.33333 0
-3.33333 0
-5.33333 0
-7.33333 0
-9.33333 0
-11.3333 0
-13.3333 0
-15.3333 0
-17.3333 0
-19.3333 0
-21.3333 0
-23.3333 0
-25.3333 0
Arm 2
(cm)
Moment (KN-
m)
-
7/28/2019 Design Column 1
83/259
-27.3333 0
-29.3333 0
-31.3333 0
-33.3333 0
-35.3333 0
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
8082.144 KN
e) 2730.18144 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
15838636 50
KN
KN-m factor of reduction 0.65
0.65+0.25/0.003*(strain-0.002)
0.9
KN-m
KN-m
cm
total force
(Fs+C)
-
7/28/2019 Design Column 1
84/259
plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
7/28/2019 Design Column 1
85/259
-
7/28/2019 Design Column 1
86/259
if strain
-
7/28/2019 Design Column 1
87/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333 210000
2 100 -0.00279 23.6313 236313 47.33333 236313
4 100 -0.00258 25.6452 256452 45.33333 256452
6 100 -0.00237 27.0417 270417 43.33333 270417
8 100 -0.00216 27.8208 278208 41.33333 278208
10 100 -0.00195 27.9825 279825 39.33333 279825
12 100 -0.00174 27.5268 275268 37.33333 275268
14 100 -0.00153 26.4537 264537 35.33333 264537
16 100 -0.00132 24.7632 247632 33.33333 247632
18 100 -0.00111 22.4553 224553 31.33333 224553
20 100 -0.0009 19.53 195300 29.33333 195300
22 100 -0.00069 15.9873 159873 27.33333 159873
24 100 -0.00048 11.8272 118272 25.33333 118272
26 100 -0.00027 7.0497 70497 23.33333 70497
28 100 -6E-05 1.6548 16548 21.33333 16548
30 100 0.00015 0 0 19.33333 0
32 100 0.00036 0 0 17.33333 0
34 100 0.00057 0 0 15.33333 0
36 100 0.00078 0 0 13.33333 038 100 0.00099 0 0 11.33333 0
40 100 0.0012 0 0 9.333333 0
42 100 0.00141 0 0 7.333333 0
44 100 0.00162 0 0 5.333333 0
46 100 0.00183 0 0 3.333333 0
48 100 0.00204 0 0 1.333333 0
50 100 0.00225 0 0 -0.66667 0
52 100 0.00246 0 0 -2.66667 0
54 100 0.00267 0 0 -4.66667 0
56 100 0.00288 0 0 -6.66667 0
58 100 0.00309 0 0 -8.66667 0
60 100 0.0033 0 0 -10.6667 0
62 100 0.00351 0 0 -12.6667 0
64 100 0.00372 0 0 -14.6667 0
66 100 0.00393 0 0 -16.6667 0
68 100 0.00414 0 0 -18.6667 0
70 100 0.00435 0 0 -20.6667 0
72 100 0.00456 0 0 -22.6667 0
74 100 0.00477 0 0 -24.6667 0
Force 2
(N)
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
7/28/2019 Design Column 1
88/259
76 100 0.00498 0 0 -26.6667 0
78 100 0.00519 0 0 -28.6667 0
80 100 0.0054 0 0 -30.6667 0
82 100 0.00561 0 0 -32.6667 0
84 100 0.00582 0 0 -34.6667 0
86 100 0.00603 0 0 -36.6667 0
88 100 0.00624 0 0 -38.6667 090 100 0.00645 0 0 -40.6667 0
92 100 0.00666 0 0 -42.6667 0
94 100 0.00687 0 0 -44.6667 0
96 100 0.00708 0 0 -46.6667 0
98 100 0.00729 0 0 -48.6667 0
100 100 0.0075 0
total Force ( concrete)
Total Moment (concre
Steel
force
steel
4 4 58.9 -0.00258 -400 -2E+06 -1083.76 2215818
1 13.2 13 9.82 -0.00164 -327 -321114 -118.812 369428.4
2 22.4 22 9.82 -0.00069 -138 -135516 -37.9445 369428.4
3 31.6 32 9.82 0.00036 72 70704 12.72672 369428.44 40.8 41 9.82 0.001305 261 256302 23.06718 369428.4
5 50 50 9.82 0.00225 450 441900 0 369428.4
6 59.2 59 9.82 0.003195 639 627498 -56.4748 369428.4
7 68.4 68 9.82 0.00414 828 813096 -146.357 369428.4
8 77.6 78 9.82 0.00519 1038 1019316 -285.408 369428.4
9 86.8 87 9.82 0.006135 1227 1204914 -445.818 369428.4
10 96 96 58.9 0.00708 1416 8340240 -3836.51 2215818
total force (steel) 9961.34 KN
total Moment (steel) 5975.29 KN-m
Total Force over Entire Cross-section 16168.73
Norminal Moment, Mn 8302.64
strength reduction factor 0.9
Ultimate Moment capacity, Mu 7472.376
ultimate axial force capacity, Mu 14551.86
location of plastic centroid from bottom 50
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
7/28/2019 Design Column 1
89/259
-
7/28/2019 Design Column 1
90/259
48.66667 205.8
46.66667 222.13422
44.66667 230.8068
42.66667 232.55862
40.66667 228.13056
38.66667 218.2635
36.66667 203.69832
34.66667 185.1759
32.66667 163.43712
30.66667 139.22286
28.66667 113.274
26.66667 86.33142
24.66667 59.136
22.66667 32.42862
20.66667 6.95016
18.66667 0
16.66667 0
14.66667 0
12.66667 010.66667 0
8.666667 0
6.666667 0
4.666667 0
2.666667 0
0.666667 0
-1.33333 0
-3.33333 0
-5.33333 0
-7.33333 0
-9.33333 0
-11.3333 0
-13.3333 0
-15.3333 0
-17.3333 0
-19.3333 0
-21.3333 0
-23.3333 0
-25.3333 0
Arm 2
(cm)
Moment (KN-
m)
-
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-27.3333 0
-29.3333 0
-31.3333 0
-33.3333 0
-35.3333 0
-37.3333 0
-39.3333 0-41.3333 0
-43.3333 0
-45.3333 0
-47.3333 0
-49.3333 0
6207.39 KN
e) 2327.3481 KN-m
force * d
8863272
4802569
8127425
1182170915146564
18471420
21796276
25121131
28815415
32140271
2.13E+08
plastic centroid
13963882 50
KN
KN-m factor of reduction 0.65
0.65+0.25/0.003*(strain-0.002)
0.9
KN-m
KN-m
cm
total force
(Fs+C)
-
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plastic centtroid
total force*x=force,n*x,n
force of steel
As*(fs-0.85*fc')
-
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93/259
-
7/28/2019 Design Column 1
94/259
if strain
-
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95/259
fc' 28 pure axial compression
fy 400
concrete
0 100 -0.003 21 210000 49.33333
2 100 -0.00282 23.3155 233155 47.33333
4 100 -0.00264 25.16754 251675 45.33333
6 100 -0.00245 26.55613 265561 43.33333
8 100 -0.00227 27.48127 274813 41.33333
10 100 -0.00209 27.94295 279429 39.33333
12 100 -0.00191 27.94118 279412 37.33333
14 100 -0.00173 27.47596 274760 35.33333
16 100 -0.00154 26.54729 265473 33.33333
18 100 -0.00136 25.15516 251552 31.33333
20 100 -0.00118 23.29958 232996 29.33333
22 100 -0.001 20.98055 209805 27.33333
24 100 -0.00082 18.19806 181981 25.33333
26 100 -0.00063 14.95212 149521 23.33333
28 100 -0.00045 11.24273 112427 21.33333
30 100 -0.00027 7.069888 70698.9 19.33333
32 100 -8.9E-05 2.433591 24335.9 17.33333
34 100 9.31E-05 0 0 15.33333
36 100 0.000275 0 0 13.3333338 100 0.000457 0 0 11.33333
40 100 0.000639 0 0 9.333333
42 100 0.000821 0 0 7.333333
44 100 0.001003 0 0 5.333333
46 100 0.001185 0 0 3.333333
48 100 0.001367 0 0 1.333333
50 100 0.001549 0 0 -0.66667
52 100 0.001731 0 0 -2.66667
54 100 0.001912 0 0 -4.66667
56 100 0.002094 0 0 -6.66667
58 100 0.002276 0 0 -8.66667
60 100 0.002458 0 0 -10.6667
62 100 0.00264 0 0 -12.6667
64 100 0.002822 0 0 -14.6667
66 100 0.003004 0 0 -16.6667
68 100 0.003186 0 0 -18.6667
70 100 0.003368 0 0 -20.6667
72 100 0.00355 0 0 -22.6667
74 100 0.003732 0 0 -24.6667
location
(cm)
width
(cm)strain
stress
(Mpa)
Force 1
(N)
Arm 1
(cm)
-
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76 100 0.003914 0 0 -26.6667
78 100 0.004096 0 0 -28.6667
80 100 0.004278 0 0 -30.6667
82 100 0.00446 0 0 -32.6667
84 100 0.004642 0 0 -34.6667
86 100 0.004824 0 0 -36.6667
88 100 0.005006 0 0 -38.666790 100 0.005187 0 0 -40.6667
92 100 0.005369 0 0 -42.6667
94 100 0.005551 0 0 -44.6667
96 100 0.005733 0 0 -46.6667
98 100 0.005915 0 0 -48.6667
100 100 0.006097 0
total Force
Total Mom
Steel
4 4 58.9 -0.00264 -400 -2E+06 -1083.76
1 13.2 13 9.82 -0.00182 -363.472 -356930 -132.064
2 22.4 22 9.82 -0.001 -199.722 -196127 -54.9156
3 31.6 32 9.82 -8.9E-05 -17.7779 -17458 -3.142414 40.8 41 9.82 0.00073 145.9721 143345 12.90102
5 50 50 9.82 0.001549 309.7221 304147 0
6 59.2 59 9.82 0.002367 473.4721 464950 -41.8455
7 68.4 68 9.82 0.003186 637.222 625752 -112.635
8 77.6 78 9.82 0.004096 819.1665 804421 -225.238
9 86.8 87 9.82 0.004915 982.9164 965224 -357.133
10 96 96 58.9 0.005733 1146.666 6753865 -3106.78
total force (steel) 7135.19 KN
total Moment (steel) 5104.61 KN-m
Total Force over Entire Cross-section
Norminal Moment, Mn
strength reduction factor
Ultimate Moment capacity, Mu
ultimate axial force capacity, Mu
location of plastic centroid from bottom
Location
(cm)
Area
(sq.cm)Strain
Stress
(Mpa)Force (N)
Moment
(KN-m)
-
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97/259
-
7/28/2019 Design Column 1
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210000 48.66667 205.8
233154.9546 46.66667 219.165657
251675.3811 44.66667 226.507843
265561.2797 42.66667 228.382701
274812.6503 40.66667 225.346373
279429.4929 38.66667 217.955004
279411.8076 36.66667 206.764738
274759.5942 34.66667 192.331716
265472.8529 32.66667 175.212083
251551.5835 30.66667 155.961982
232995.7862 28.66667 135.137556
209805.4609 26.66667 113.294949
181980.6076 24.66667 90.9903038
149521.2264 22.66667 68.7797641
112427.3171 20.66667 47.2194732
70698.87988 18.66667 26.8655744
24335.91465 16.66667 8.27421098
0 14.66667 0
0 12.66667 00 10.66667 0
0 8.666667 0
0 6.666667 0
0 4.666667 0
0 2.666667 0
0 0.666667 0
0 -1.33333 0
0 -3.33333 0
0 -5.33333 0