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Wide Flange Steel I Beam: W10 × 112
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W10 × 112
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 = 716 in4) for the W10 × 112 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
   
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 9.36 × 10-6 12.0
200 1.67 × 10-5 21.4
300 2.51 × 10-5 32.1
400 3.34 × 10-5 42.8
500 4.18 × 10-5 53.5
600 5.01 × 10-5 64.3
700 5.85 × 10-5 75.0
800 6.69 × 10-5 85.7
900 7.52 × 10-5 96.4
1000 8.36 × 10-5 107
2000 1.67 × 10-4 214
3000 2.51 × 10-4 321
4000 3.34 × 10-4 428
5000 4.18 × 10-4 535
6000 5.01 × 10-4 643
7000 5.85 × 10-4 750
8000 6.69 × 10-4 857
9000 7.52 × 10-4 964
1.00 × 104 8.36 × 10-4 1070
2.00 × 104 0.00167 2140
3.00 × 104 0.00251 3210
4.00 × 104 0.00334 4280
5.00 × 104 0.00418 5350
6.00 × 104 0.00501 6430
7.00 × 104 0.00585 7500
8.00 × 104 0.00669 8570
9.00 × 104 0.00752 9640
1.00 × 105 0.00836 1.07 × 104
2.00 × 105 0.0167 2.14 × 104
3.00 × 105 0.0251 3.21 × 104
4.00 × 105 0.0334 4.28 × 104
5.00 × 105 0.0418 5.35 × 104
6.00 × 105 0.0501 6.43 × 104
7.00 × 105 0.0585 7.50 × 104
8.00 × 105 0.0669 8.57 × 104
9.00 × 105 0.0752 9.64 × 104
1.00 × 106 0.0836 1.07 × 105
2.00 × 106 0.167 2.14 × 105
2.77 × 106 0.232 2.97 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 7.22 × 10-5 33.3
200 1.29 × 10-4 59.5
300 1.93 × 10-4 89.2
400 2.58 × 10-4 119
500 3.22 × 10-4 149
600 3.87 × 10-4 178
700 4.51 × 10-4 208
800 5.16 × 10-4 238
900 5.80 × 10-4 268
1000 6.45 × 10-4 297
2000 0.00129 595
3000 0.00193 892
4000 0.00258 1190
5000 0.00322 1490
6000 0.00387 1780
7000 0.00451 2080
8000 0.00516 2380
9000 0.00580 2680
1.00 × 104 0.00645 2970
2.00 × 104 0.0129 5950
3.00 × 104 0.0193 8920
4.00 × 104 0.0258 1.19 × 104
5.00 × 104 0.0322 1.49 × 104
6.00 × 104 0.0387 1.78 × 104
7.00 × 104 0.0451 2.08 × 104
8.00 × 104 0.0516 2.38 × 104
9.00 × 104 0.0580 2.68 × 104
1.00 × 105 0.0645 2.97 × 104
2.00 × 105 0.129 5.95 × 104
3.00 × 105 0.193 8.92 × 104
4.00 × 105 0.258 1.19 × 105
5.00 × 105 0.322 1.49 × 105
6.00 × 105 0.387 1.78 × 105
7.00 × 105 0.451 2.08 × 105
8.00 × 105 0.516 2.38 × 105
9.00 × 105 0.580 2.68 × 105
9.98 × 105 0.644 2.97 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.00116 133
200 0.00206 238
300 0.00310 357
400 0.00413 476
500 0.00516 595
600 0.00619 714
700 0.00722 833
800 0.00825 952
900 0.00929 1070
1000 0.0103 1190
2000 0.0206 2380
3000 0.0310 3570
4000 0.0413 4760
5000 0.0516 5950
6000 0.0619 7140
7000 0.0722 8330
8000 0.0825 9520
9000 0.0929 1.07 × 104
1.00 × 104 0.103 1.19 × 104
2.00 × 104 0.206 2.38 × 104
3.00 × 104 0.310 3.57 × 104
4.00 × 104 0.413 4.76 × 104
5.00 × 104 0.516 5.95 × 104
6.00 × 104 0.619 7.14 × 104
7.00 × 104 0.722 8.33 × 104
8.00 × 104 0.825 9.52 × 104
9.00 × 104 0.929 1.07 × 105
1.00 × 105 1.03 1.19 × 105
2.00 × 105 2.06 2.38 × 105
2.50 × 105 2.58 2.97 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.00585 300
200 0.0104 535
300 0.0157 803
400 0.0209 1070
500 0.0261 1340
600 0.0313 1610
700 0.0366 1870
800 0.0418 2140
900 0.0470 2410
1000 0.0522 2680
2000 0.104 5350
3000 0.157 8030
4000 0.209 1.07 × 104
5000 0.261 1.34 × 104
6000 0.313 1.61 × 104
7000 0.366 1.87 × 104
8000 0.418 2.14 × 104
9000 0.470 2.41 × 104
1.00 × 104 0.522 2.68 × 104
2.00 × 104 1.04 5.35 × 104
3.00 × 104 1.57 8.03 × 104
4.00 × 104 2.09 1.07 × 105
5.00 × 104 2.61 1.34 × 105
6.00 × 104 3.13 1.61 × 105
7.00 × 104 3.66 1.87 × 105
8.00 × 104 4.18 2.14 × 105
9.00 × 104 4.70 2.41 × 105
1.00 × 105 5.22 2.68 × 105
1.11 × 105 5.79 2.97 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.0185 533
200 0.0330 952
300 0.0495 1430
400 0.0660 1900
500 0.0825 2380
600 0.0990 2860
700 0.116 3330
800 0.132 3810
900 0.149 4280
1000 0.165 4760
2000 0.330 9520
3000 0.495 1.43 × 104
4000 0.660 1.90 × 104
5000 0.825 2.38 × 104
6000 0.990 2.86 × 104
7000 1.16 3.33 × 104
8000 1.32 3.81 × 104
9000 1.49 4.28 × 104
1.00 × 104 1.65 4.76 × 104
2.00 × 104 3.30 9.52 × 104
3.00 × 104 4.95 1.43 × 105
4.00 × 104 6.60 1.90 × 105
5.00 × 104 8.25 2.38 × 105
6.00 × 104 9.90 2.86 × 105
6.24 × 104 10.3 2.97 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.0451 833
200 0.0806 1490
300 0.121 2230
400 0.161 2970
500 0.202 3720
600 0.242 4460
700 0.282 5210
800 0.322 5950
900 0.363 6690
1000 0.403 7440
2000 0.806 1.49 × 104
3000 1.21 2.23 × 104
4000 1.61 2.97 × 104
5000 2.02 3.72 × 104
6000 2.42 4.46 × 104
7000 2.82 5.21 × 104
8000 3.22 5.95 × 104
9000 3.63 6.69 × 104
1.00 × 104 4.03 7.44 × 104
2.00 × 104 8.06 1.49 × 105
2.82 × 104 11.4 2.10 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.0936 1200
200 0.167 2140
300 0.251 3210
400 0.334 4280
500 0.418 5350
600 0.501 6430
700 0.585 7500
800 0.669 8570
900 0.752 9640
1000 0.836 1.07 × 104
2000 1.67 2.14 × 104
3000 2.51 3.21 × 104
4000 3.34 4.28 × 104
5000 4.18 5.35 × 104
6000 5.01 6.43 × 104
7000 5.85 7.50 × 104
8000 6.69 8.57 × 104
9000 7.52 9.64 × 104
1.00 × 104 8.36 1.07 × 105
1.36 × 104 11.4 1.46 × 105
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.296 2130
200 0.528 3810
300 0.792 5710
400 1.06 7620
500 1.32 9520
600 1.58 1.14 × 104
700 1.85 1.33 × 104
800 2.11 1.52 × 104
900 2.38 1.71 × 104
1000 2.64 1.90 × 104
2000 5.28 3.81 × 104
3000 7.92 5.71 × 104
4000 10.6 7.62 × 104
4300 11.4 8.19 × 104
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 0.722 3330
200 1.29 5950
300 1.93 8920
400 2.58 1.19 × 104
500 3.22 1.49 × 104
600 3.87 1.78 × 104
700 4.51 2.08 × 104
800 5.16 2.38 × 104
900 5.80 2.68 × 104
1000 6.45 2.97 × 104
1760 11.4 5.24 × 104
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 1.50 4800
200 2.67 8570
300 4.01 1.29 × 104
400 5.35 1.71 × 104
500 6.69 2.14 × 104
600 8.02 2.57 × 104
700 9.36 3.00 × 104
800 10.7 3.43 × 104
850 11.4 3.64 × 104
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 2.77 6530
200 4.95 1.17 × 104
300 7.43 1.75 × 104
400 9.91 2.33 × 104
459 11.4 2.67 × 104
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 4.73 8530
200 8.45 1.52 × 104
269 11.4 2.05 × 104
Steel I Beam: W10 × 112 (Wide Flange 10 inch tall × 112 lbf/ft)
L = 90.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
112 7.58 1.08 × 104
168 11.4 1.62 × 104
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