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Wide Flange Steel I Beam: W14 × 22
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » 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 a single span, the maximum displacement w_max and the maximum normal stress stress_max occur at the center 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
  
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 6.62 × 10-6 10.3
30.0 9.02 × 10-6 14.0
40.0 1.20 × 10-5 18.6
50.0 1.50 × 10-5 23.3
60.0 1.80 × 10-5 28.0
70.0 2.10 × 10-5 32.6
80.0 2.41 × 10-5 37.3
90.0 2.71 × 10-5 41.9
100 3.01 × 10-5 46.6
200 6.01 × 10-5 93.2
300 9.02 × 10-5 140
400 1.20 × 10-4 186
500 1.50 × 10-4 233
600 1.80 × 10-4 280
700 2.10 × 10-4 326
800 2.41 × 10-4 373
900 2.71 × 10-4 419
1000 3.01 × 10-4 466
2000 6.01 × 10-4 932
3000 9.02 × 10-4 1400
4000 0.00120 1860
5000 0.00150 2330
6000 0.00180 2800
7000 0.00210 3260
8000 0.00241 3730
9000 0.00271 4190
1.00 × 104 0.00301 4660
2.00 × 104 0.00601 9320
3.00 × 104 0.00902 1.40 × 104
4.00 × 104 0.0120 1.86 × 104
5.00 × 104 0.0150 2.33 × 104
6.00 × 104 0.0180 2.80 × 104
7.00 × 104 0.0210 3.26 × 104
8.00 × 104 0.0241 3.73 × 104
9.00 × 104 0.0271 4.19 × 104
1.00 × 105 0.0301 4.66 × 104
2.00 × 105 0.0601 9.32 × 104
3.00 × 105 0.0902 1.40 × 105
4.00 × 105 0.120 1.86 × 105
5.00 × 105 0.150 2.33 × 105
6.00 × 105 0.180 2.80 × 105
6.37 × 105 0.192 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 5.10 × 10-5 28.5
30.0 6.96 × 10-5 38.8
40.0 9.28 × 10-5 51.8
50.0 1.16 × 10-4 64.7
60.0 1.39 × 10-4 77.7
70.0 1.62 × 10-4 90.6
80.0 1.86 × 10-4 104
90.0 2.09 × 10-4 117
100 2.32 × 10-4 129
200 4.64 × 10-4 259
300 6.96 × 10-4 388
400 9.28 × 10-4 518
500 0.00116 647
600 0.00139 777
700 0.00162 906
800 0.00186 1040
900 0.00209 1170
1000 0.00232 1290
2000 0.00464 2590
3000 0.00696 3880
4000 0.00928 5180
5000 0.0116 6470
6000 0.0139 7770
7000 0.0162 9060
8000 0.0186 1.04 × 104
9000 0.0209 1.17 × 104
1.00 × 104 0.0232 1.29 × 104
2.00 × 104 0.0464 2.59 × 104
3.00 × 104 0.0696 3.88 × 104
4.00 × 104 0.0928 5.18 × 104
5.00 × 104 0.116 6.47 × 104
6.00 × 104 0.139 7.77 × 104
7.00 × 104 0.162 9.06 × 104
8.00 × 104 0.186 1.04 × 105
9.00 × 104 0.209 1.17 × 105
1.00 × 105 0.232 1.29 × 105
2.00 × 105 0.464 2.59 × 105
2.29 × 105 0.532 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 8.17 × 10-4 114
30.0 0.00111 155
40.0 0.00148 207
50.0 0.00186 259
60.0 0.00223 311
70.0 0.00260 362
80.0 0.00297 414
90.0 0.00334 466
100 0.00371 518
200 0.00742 1040
300 0.0111 1550
400 0.0148 2070
500 0.0186 2590
600 0.0223 3110
700 0.0260 3620
800 0.0297 4140
900 0.0334 4660
1000 0.0371 5180
2000 0.0742 1.04 × 104
3000 0.111 1.55 × 104
4000 0.148 2.07 × 104
5000 0.186 2.59 × 104
6000 0.223 3.11 × 104
7000 0.260 3.62 × 104
8000 0.297 4.14 × 104
9000 0.334 4.66 × 104
1.00 × 104 0.371 5.18 × 104
2.00 × 104 0.742 1.04 × 105
3.00 × 104 1.11 1.55 × 105
4.00 × 104 1.48 2.07 × 105
5.00 × 104 1.86 2.59 × 105
5.74 × 104 2.13 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 0.00413 256
30.0 0.00564 350
40.0 0.00752 466
50.0 0.00940 583
60.0 0.0113 699
70.0 0.0132 816
80.0 0.0150 932
90.0 0.0169 1050
100 0.0188 1170
200 0.0376 2330
300 0.0564 3500
400 0.0752 4660
500 0.0940 5830
600 0.113 6990
700 0.132 8160
800 0.150 9320
900 0.169 1.05 × 104
1000 0.188 1.17 × 104
2000 0.376 2.33 × 104
3000 0.564 3.50 × 104
4000 0.752 4.66 × 104
5000 0.940 5.83 × 104
6000 1.13 6.99 × 104
7000 1.32 8.16 × 104
8000 1.50 9.32 × 104
9000 1.69 1.05 × 105
1.00 × 104 1.88 1.17 × 105
2.00 × 104 3.76 2.33 × 105
2.55 × 104 4.79 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 0.0131 456
30.0 0.0178 621
40.0 0.0238 829
50.0 0.0297 1040
60.0 0.0356 1240
70.0 0.0416 1450
80.0 0.0475 1660
90.0 0.0535 1860
100 0.0594 2070
200 0.119 4140
300 0.178 6210
400 0.238 8290
500 0.297 1.04 × 104
600 0.356 1.24 × 104
700 0.416 1.45 × 104
800 0.475 1.66 × 104
900 0.535 1.86 × 104
1000 0.594 2.07 × 104
2000 1.19 4.14 × 104
3000 1.78 6.21 × 104
4000 2.38 8.29 × 104
5000 2.97 1.04 × 105
6000 3.56 1.24 × 105
7000 4.16 1.45 × 105
8000 4.75 1.66 × 105
9000 5.35 1.86 × 105
1.00 × 104 5.94 2.07 × 105
1.43 × 104 8.52 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 0.0319 712
30.0 0.0435 971
40.0 0.0580 1290
50.0 0.0725 1620
60.0 0.0870 1940
70.0 0.102 2270
80.0 0.116 2590
90.0 0.131 2910
100 0.145 3240
200 0.290 6470
300 0.435 9710
400 0.580 1.29 × 104
500 0.725 1.62 × 104
600 0.870 1.94 × 104
700 1.02 2.27 × 104
800 1.16 2.59 × 104
900 1.31 2.91 × 104
1000 1.45 3.24 × 104
2000 2.90 6.47 × 104
3000 4.35 9.71 × 104
4000 5.80 1.29 × 105
5000 7.25 1.62 × 105
6000 8.70 1.94 × 105
7000 10.2 2.27 × 105
8000 11.6 2.59 × 105
9000 13.1 2.91 × 105
9180 13.3 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 0.0662 1030
30.0 0.0902 1400
40.0 0.120 1860
50.0 0.150 2330
60.0 0.180 2800
70.0 0.210 3260
80.0 0.241 3730
90.0 0.271 4190
100 0.301 4660
200 0.601 9320
300 0.902 1.40 × 104
400 1.20 1.86 × 104
500 1.50 2.33 × 104
600 1.80 2.80 × 104
700 2.10 3.26 × 104
800 2.41 3.73 × 104
900 2.71 4.19 × 104
1000 3.01 4.66 × 104
2000 6.01 9.32 × 104
3000 9.02 1.40 × 105
4000 12.0 1.86 × 105
4570 13.7 2.13 × 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 0.209 1820
30.0 0.285 2490
40.0 0.380 3310
50.0 0.475 4140
60.0 0.570 4970
70.0 0.665 5800
80.0 0.760 6630
90.0 0.855 7460
100 0.950 8290
200 1.90 1.66 × 104
300 2.85 2.49 × 104
400 3.80 3.31 × 104
500 4.75 4.14 × 104
600 5.70 4.97 × 104
700 6.65 5.80 × 104
800 7.60 6.63 × 104
900 8.55 7.46 × 104
1000 9.50 8.29 × 104
1450 13.7 1.20 × 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 0.510 2850
30.0 0.696 3880
40.0 0.928 5180
50.0 1.16 6470
60.0 1.39 7770
70.0 1.62 9060
80.0 1.86 1.04 × 104
90.0 2.09 1.17 × 104
100 2.32 1.29 × 104
200 4.64 2.59 × 104
300 6.96 3.88 × 104
400 9.28 5.18 × 104
500 11.6 6.47 × 104
592 13.7 7.67 × 104
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 1.06 4100
30.0 1.44 5590
40.0 1.92 7460
50.0 2.41 9320
60.0 2.89 1.12 × 104
70.0 3.37 1.30 × 104
80.0 3.85 1.49 × 104
90.0 4.33 1.68 × 104
100 4.81 1.86 × 104
200 9.62 3.73 × 104
286 13.7 5.32 × 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 1.96 5580
30.0 2.67 7610
40.0 3.57 1.01 × 104
50.0 4.46 1.27 × 104
60.0 5.35 1.52 × 104
70.0 6.24 1.78 × 104
80.0 7.13 2.03 × 104
90.0 8.02 2.28 × 104
100 8.91 2.54 × 104
154 13.7 3.91 × 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 3.35 7290
30.0 4.56 9940
40.0 6.08 1.33 × 104
50.0 7.60 1.66 × 104
60.0 9.12 1.99 × 104
70.0 10.6 2.32 × 104
80.0 12.2 2.65 × 104
90.0 13.7 2.98 × 104
90.4 13.7 2.99 × 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 5.36 9230
30.0 7.31 1.26 × 104
40.0 9.74 1.68 × 104
50.0 12.2 2.10 × 104
56.4 13.7 2.37 × 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 8.17 1.14 × 104
30.0 11.1 1.55 × 104
37.0 13.7 1.92 × 104
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