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Wide Flange Steel I Beam: W14 × 22
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Three Equal Spans » Wide Flange Steel I Beam » W14 × 22
Wide Flange Steel I Beam | Single Span | Two Equal Spans | Three Equal Spans | Four Equal Spans

For a simply supported beam in three equal spans, we compute the displacement at the middle of the first and the third spans, and the maximum normal stress stress_max occuring at the second and third supports of the beam.
The tabulated data listed in this page are calculated based on the area moment of inertia (Ixx = 199 in4) for the W14 × 22 Wide Flange Steel I Beam and the typical Young's modulus (E = 3.046 × 107 psi) of steels. Note that the typical yielding stress Yield of steels can range from 1.015 × 104 to 2.970 × 105 psi. The purpose of this page is to give a rough estimation of the load-bearing capacity of this particular beam, rather than a guideline for designing actual building structures. Please check your local building codes for regulatory requirements.

Note: The weight of the beam itself is not included in the calculation.
L = 3 ft
L = 5 ft
L = 10 ft
L = 15 ft
L = 20 ft
L = 25 ft
L = 30 ft
L = 40 ft
L = 50 ft
L = 60 ft
L = 70 ft
L = 80 ft
L = 90 ft
L = 100 ft
L = 125 ft
  
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 3.45 × 10-6 8.20
30.0 4.71 × 10-6 11.2
40.0 6.28 × 10-6 14.9
50.0 7.85 × 10-6 18.6
60.0 9.42 × 10-6 22.4
70.0 1.10 × 10-5 26.1
80.0 1.26 × 10-5 29.8
90.0 1.41 × 10-5 33.6
100 1.57 × 10-5 37.3
200 3.14 × 10-5 74.6
300 4.71 × 10-5 112
400 6.28 × 10-5 149
500 7.85 × 10-5 186
600 9.42 × 10-5 224
700 1.10 × 10-4 261
800 1.26 × 10-4 298
900 1.41 × 10-4 336
1000 1.57 × 10-4 373
2000 3.14 × 10-4 746
3000 4.71 × 10-4 1120
4000 6.28 × 10-4 1490
5000 7.85 × 10-4 1860
6000 9.42 × 10-4 2240
7000 0.00110 2610
8000 0.00126 2980
9000 0.00141 3360
1.00 × 104 0.00157 3730
2.00 × 104 0.00314 7460
3.00 × 104 0.00471 1.12 × 104
4.00 × 104 0.00628 1.49 × 104
5.00 × 104 0.00785 1.86 × 104
6.00 × 104 0.00942 2.24 × 104
7.00 × 104 0.0110 2.61 × 104
8.00 × 104 0.0126 2.98 × 104
9.00 × 104 0.0141 3.36 × 104
1.00 × 105 0.0157 3.73 × 104
2.00 × 105 0.0314 7.46 × 104
3.00 × 105 0.0471 1.12 × 105
4.00 × 105 0.0628 1.49 × 105
5.00 × 105 0.0785 1.86 × 105
6.00 × 105 0.0942 2.24 × 105
7.00 × 105 0.110 2.61 × 105
7.97 × 105 0.125 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 2.67 × 10-5 22.8
30.0 3.63 × 10-5 31.1
40.0 4.85 × 10-5 41.4
50.0 6.06 × 10-5 51.8
60.0 7.27 × 10-5 62.1
70.0 8.48 × 10-5 72.5
80.0 9.69 × 10-5 82.9
90.0 1.09 × 10-4 93.2
100 1.21 × 10-4 104
200 2.42 × 10-4 207
300 3.63 × 10-4 311
400 4.85 × 10-4 414
500 6.06 × 10-4 518
600 7.27 × 10-4 621
700 8.48 × 10-4 725
800 9.69 × 10-4 829
900 0.00109 932
1000 0.00121 1040
2000 0.00242 2070
3000 0.00363 3110
4000 0.00485 4140
5000 0.00606 5180
6000 0.00727 6210
7000 0.00848 7250
8000 0.00969 8290
9000 0.0109 9320
1.00 × 104 0.0121 1.04 × 104
2.00 × 104 0.0242 2.07 × 104
3.00 × 104 0.0363 3.11 × 104
4.00 × 104 0.0485 4.14 × 104
5.00 × 104 0.0606 5.18 × 104
6.00 × 104 0.0727 6.21 × 104
7.00 × 104 0.0848 7.25 × 104
8.00 × 104 0.0969 8.29 × 104
9.00 × 104 0.109 9.32 × 104
1.00 × 105 0.121 1.04 × 105
2.00 × 105 0.242 2.07 × 105
2.87 × 105 0.348 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 4.27 × 10-4 91.1
30.0 5.82 × 10-4 124
40.0 7.75 × 10-4 166
50.0 9.69 × 10-4 207
60.0 0.00116 249
70.0 0.00136 290
80.0 0.00155 331
90.0 0.00174 373
100 0.00194 414
200 0.00388 829
300 0.00582 1240
400 0.00775 1660
500 0.00969 2070
600 0.0116 2490
700 0.0136 2900
800 0.0155 3310
900 0.0174 3730
1000 0.0194 4140
2000 0.0388 8290
3000 0.0582 1.24 × 104
4000 0.0775 1.66 × 104
5000 0.0969 2.07 × 104
6000 0.116 2.49 × 104
7000 0.136 2.90 × 104
8000 0.155 3.31 × 104
9000 0.174 3.73 × 104
1.00 × 104 0.194 4.14 × 104
2.00 × 104 0.388 8.29 × 104
3.00 × 104 0.582 1.24 × 105
4.00 × 104 0.775 1.66 × 105
5.00 × 104 0.969 2.07 × 105
6.00 × 104 1.16 2.49 × 105
7.00 × 104 1.36 2.90 × 105
7.17 × 104 1.39 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.00216 205
30.0 0.00294 280
40.0 0.00393 373
50.0 0.00491 466
60.0 0.00589 559
70.0 0.00687 652
80.0 0.00785 746
90.0 0.00883 839
100 0.00981 932
200 0.0196 1860
300 0.0294 2800
400 0.0393 3730
500 0.0491 4660
600 0.0589 5590
700 0.0687 6520
800 0.0785 7460
900 0.0883 8390
1000 0.0981 9320
2000 0.196 1.86 × 104
3000 0.294 2.80 × 104
4000 0.393 3.73 × 104
5000 0.491 4.66 × 104
6000 0.589 5.59 × 104
7000 0.687 6.52 × 104
8000 0.785 7.46 × 104
9000 0.883 8.39 × 104
1.00 × 104 0.981 9.32 × 104
2.00 × 104 1.96 1.86 × 105
3.00 × 104 2.94 2.80 × 105
3.19 × 104 3.13 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.00682 365
30.0 0.00931 497
40.0 0.0124 663
50.0 0.0155 829
60.0 0.0186 994
70.0 0.0217 1160
80.0 0.0248 1330
90.0 0.0279 1490
100 0.0310 1660
200 0.0620 3310
300 0.0931 4970
400 0.124 6630
500 0.155 8290
600 0.186 9940
700 0.217 1.16 × 104
800 0.248 1.33 × 104
900 0.279 1.49 × 104
1000 0.310 1.66 × 104
2000 0.620 3.31 × 104
3000 0.931 4.97 × 104
4000 1.24 6.63 × 104
5000 1.55 8.29 × 104
6000 1.86 9.94 × 104
7000 2.17 1.16 × 105
8000 2.48 1.33 × 105
9000 2.79 1.49 × 105
1.00 × 104 3.10 1.66 × 105
1.79 × 104 5.56 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.0167 570
30.0 0.0227 777
40.0 0.0303 1040
50.0 0.0379 1290
60.0 0.0454 1550
70.0 0.0530 1810
80.0 0.0606 2070
90.0 0.0682 2330
100 0.0757 2590
200 0.151 5180
300 0.227 7770
400 0.303 1.04 × 104
500 0.379 1.29 × 104
600 0.454 1.55 × 104
700 0.530 1.81 × 104
800 0.606 2.07 × 104
900 0.682 2.33 × 104
1000 0.757 2.59 × 104
2000 1.51 5.18 × 104
3000 2.27 7.77 × 104
4000 3.03 1.04 × 105
5000 3.79 1.29 × 105
6000 4.54 1.55 × 105
7000 5.30 1.81 × 105
8000 6.06 2.07 × 105
9000 6.82 2.33 × 105
1.00 × 104 7.57 2.59 × 105
1.15 × 104 8.69 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.0345 820
30.0 0.0471 1120
40.0 0.0628 1490
50.0 0.0785 1860
60.0 0.0942 2240
70.0 0.110 2610
80.0 0.126 2980
90.0 0.141 3360
100 0.157 3730
200 0.314 7460
300 0.471 1.12 × 104
400 0.628 1.49 × 104
500 0.785 1.86 × 104
600 0.942 2.24 × 104
700 1.10 2.61 × 104
800 1.26 2.98 × 104
900 1.41 3.36 × 104
1000 1.57 3.73 × 104
2000 3.14 7.46 × 104
3000 4.71 1.12 × 105
4000 6.28 1.49 × 105
5000 7.85 1.86 × 105
6000 9.42 2.24 × 105
7000 11.0 2.61 × 105
7970 12.5 2.97 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.109 1460
30.0 0.149 1990
40.0 0.199 2650
50.0 0.248 3310
60.0 0.298 3980
70.0 0.347 4640
80.0 0.397 5300
90.0 0.447 5970
100 0.496 6630
200 0.993 1.33 × 104
300 1.49 1.99 × 104
400 1.99 2.65 × 104
500 2.48 3.31 × 104
600 2.98 3.98 × 104
700 3.47 4.64 × 104
800 3.97 5.30 × 104
900 4.47 5.97 × 104
1000 4.96 6.63 × 104
2000 9.93 1.33 × 105
2770 13.7 1.84 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.267 2280
30.0 0.363 3110
40.0 0.485 4140
50.0 0.606 5180
60.0 0.727 6210
70.0 0.848 7250
80.0 0.969 8290
90.0 1.09 9320
100 1.21 1.04 × 104
200 2.42 2.07 × 104
300 3.63 3.11 × 104
400 4.85 4.14 × 104
500 6.06 5.18 × 104
600 7.27 6.21 × 104
700 8.48 7.25 × 104
800 9.69 8.29 × 104
900 10.9 9.32 × 104
1000 12.1 1.04 × 105
1130 13.7 1.17 × 105
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 0.553 3280
30.0 0.754 4470
40.0 1.00 5970
50.0 1.26 7460
60.0 1.51 8950
70.0 1.76 1.04 × 104
80.0 2.01 1.19 × 104
90.0 2.26 1.34 × 104
100 2.51 1.49 × 104
200 5.02 2.98 × 104
300 7.54 4.47 × 104
400 10.0 5.97 × 104
500 12.6 7.46 × 104
547 13.7 8.16 × 104
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 1.02 4470
30.0 1.40 6090
40.0 1.86 8120
50.0 2.33 1.01 × 104
60.0 2.79 1.22 × 104
70.0 3.26 1.42 × 104
80.0 3.72 1.62 × 104
90.0 4.19 1.83 × 104
100 4.65 2.03 × 104
200 9.31 4.06 × 104
295 13.7 5.99 × 104
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 1.75 5830
30.0 2.38 7950
40.0 3.18 1.06 × 104
50.0 3.97 1.33 × 104
60.0 4.76 1.59 × 104
70.0 5.56 1.86 × 104
80.0 6.35 2.12 × 104
90.0 7.15 2.39 × 104
100 7.94 2.65 × 104
173 13.7 4.59 × 104
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 90.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 2.80 7380
30.0 3.82 1.01 × 104
40.0 5.09 1.34 × 104
50.0 6.36 1.68 × 104
60.0 7.63 2.01 × 104
70.0 8.90 2.35 × 104
80.0 10.2 2.68 × 104
90.0 11.4 3.02 × 104
100 12.7 3.36 × 104
108 13.7 3.62 × 104
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 100 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 4.27 9110
30.0 5.82 1.24 × 104
40.0 7.75 1.66 × 104
50.0 9.69 2.07 × 104
60.0 11.6 2.49 × 104
70.0 13.6 2.90 × 104
70.9 13.7 2.94 × 104
Steel I Beam: W14 × 22 (Wide Flange 14 inch tall × 22 lbf/ft)
L = 125 ft
P (lbf/ft) w_max (in) stress_max (psi)
22.0 10.4 1.42 × 104
29.0 13.7 1.88 × 104
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