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Wide Flange Steel I Beam: W8 × 67
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W8 × 67
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 = 272 in4) for the W8 × 67 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
  
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 1.47 × 10-5 15.0
70.0 1.54 × 10-5 15.6
80.0 1.76 × 10-5 17.9
90.0 1.98 × 10-5 20.1
100 2.20 × 10-5 22.3
200 4.40 × 10-5 44.7
300 6.60 × 10-5 67.0
400 8.80 × 10-5 89.3
500 1.10 × 10-4 112
600 1.32 × 10-4 134
700 1.54 × 10-4 156
800 1.76 × 10-4 179
900 1.98 × 10-4 201
1000 2.20 × 10-4 223
2000 4.40 × 10-4 447
3000 6.60 × 10-4 670
4000 8.80 × 10-4 893
5000 0.00110 1120
6000 0.00132 1340
7000 0.00154 1560
8000 0.00176 1790
9000 0.00198 2010
1.00 × 104 0.00220 2230
2.00 × 104 0.00440 4470
3.00 × 104 0.00660 6700
4.00 × 104 0.00880 8930
5.00 × 104 0.0110 1.12 × 104
6.00 × 104 0.0132 1.34 × 104
7.00 × 104 0.0154 1.56 × 104
8.00 × 104 0.0176 1.79 × 104
9.00 × 104 0.0198 2.01 × 104
1.00 × 105 0.0220 2.23 × 104
2.00 × 105 0.0440 4.47 × 104
3.00 × 105 0.0660 6.70 × 104
4.00 × 105 0.0880 8.93 × 104
5.00 × 105 0.110 1.12 × 105
6.00 × 105 0.132 1.34 × 105
7.00 × 105 0.154 1.56 × 105
8.00 × 105 0.176 1.79 × 105
9.00 × 105 0.198 2.01 × 105
1.00 × 106 0.220 2.23 × 105
1.33 × 106 0.293 2.97 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 1.14 × 10-4 41.6
70.0 1.19 × 10-4 43.4
80.0 1.36 × 10-4 49.6
90.0 1.53 × 10-4 55.8
100 1.70 × 10-4 62.0
200 3.39 × 10-4 124
300 5.09 × 10-4 186
400 6.79 × 10-4 248
500 8.49 × 10-4 310
600 0.00102 372
700 0.00119 434
800 0.00136 496
900 0.00153 558
1000 0.00170 620
2000 0.00339 1240
3000 0.00509 1860
4000 0.00679 2480
5000 0.00849 3100
6000 0.0102 3720
7000 0.0119 4340
8000 0.0136 4960
9000 0.0153 5580
1.00 × 104 0.0170 6200
2.00 × 104 0.0339 1.24 × 104
3.00 × 104 0.0509 1.86 × 104
4.00 × 104 0.0679 2.48 × 104
5.00 × 104 0.0849 3.10 × 104
6.00 × 104 0.102 3.72 × 104
7.00 × 104 0.119 4.34 × 104
8.00 × 104 0.136 4.96 × 104
9.00 × 104 0.153 5.58 × 104
1.00 × 105 0.170 6.20 × 104
2.00 × 105 0.339 1.24 × 105
3.00 × 105 0.509 1.86 × 105
4.00 × 105 0.679 2.48 × 105
4.79 × 105 0.813 2.97 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.00182 166
70.0 0.00190 174
80.0 0.00217 199
90.0 0.00244 223
100 0.00272 248
200 0.00543 496
300 0.00815 744
400 0.0109 993
500 0.0136 1240
600 0.0163 1490
700 0.0190 1740
800 0.0217 1990
900 0.0244 2230
1000 0.0272 2480
2000 0.0543 4960
3000 0.0815 7440
4000 0.109 9930
5000 0.136 1.24 × 104
6000 0.163 1.49 × 104
7000 0.190 1.74 × 104
8000 0.217 1.99 × 104
9000 0.244 2.23 × 104
1.00 × 104 0.272 2.48 × 104
2.00 × 104 0.543 4.96 × 104
3.00 × 104 0.815 7.44 × 104
4.00 × 104 1.09 9.93 × 104
5.00 × 104 1.36 1.24 × 105
6.00 × 104 1.63 1.49 × 105
7.00 × 104 1.90 1.74 × 105
8.00 × 104 2.17 1.99 × 105
9.00 × 104 2.44 2.23 × 105
1.00 × 105 2.72 2.48 × 105
1.20 × 105 3.25 2.97 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.00921 374
70.0 0.00962 391
80.0 0.0110 447
90.0 0.0124 503
100 0.0137 558
200 0.0275 1120
300 0.0412 1680
400 0.0550 2230
500 0.0687 2790
600 0.0825 3350
700 0.0962 3910
800 0.110 4470
900 0.124 5030
1000 0.137 5580
2000 0.275 1.12 × 104
3000 0.412 1.68 × 104
4000 0.550 2.23 × 104
5000 0.687 2.79 × 104
6000 0.825 3.35 × 104
7000 0.962 3.91 × 104
8000 1.10 4.47 × 104
9000 1.24 5.03 × 104
1.00 × 104 1.37 5.58 × 104
2.00 × 104 2.75 1.12 × 105
3.00 × 104 4.12 1.68 × 105
4.00 × 104 5.50 2.23 × 105
5.00 × 104 6.87 2.79 × 105
5.32 × 104 7.31 2.97 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.0291 665
70.0 0.0304 695
80.0 0.0348 794
90.0 0.0391 893
100 0.0435 993
200 0.0869 1990
300 0.130 2980
400 0.174 3970
500 0.217 4960
600 0.261 5960
700 0.304 6950
800 0.348 7940
900 0.391 8930
1000 0.435 9930
2000 0.869 1.99 × 104
3000 1.30 2.98 × 104
4000 1.74 3.97 × 104
5000 2.17 4.96 × 104
6000 2.61 5.96 × 104
7000 3.04 6.95 × 104
8000 3.48 7.94 × 104
9000 3.91 8.93 × 104
1.00 × 104 4.35 9.93 × 104
2.00 × 104 8.69 1.99 × 105
2.99 × 104 13.0 2.97 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.0711 1040
70.0 0.0743 1090
80.0 0.0849 1240
90.0 0.0955 1400
100 0.106 1550
200 0.212 3100
300 0.318 4650
400 0.424 6200
500 0.530 7760
600 0.637 9310
700 0.743 1.09 × 104
800 0.849 1.24 × 104
900 0.955 1.40 × 104
1000 1.06 1.55 × 104
2000 2.12 3.10 × 104
3000 3.18 4.65 × 104
4000 4.24 6.20 × 104
5000 5.30 7.76 × 104
6000 6.37 9.31 × 104
7000 7.43 1.09 × 105
8000 8.49 1.24 × 105
8480 9.00 1.32 × 105
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.147 1500
70.0 0.154 1560
80.0 0.176 1790
90.0 0.198 2010
100 0.220 2230
200 0.440 4470
300 0.660 6700
400 0.880 8930
500 1.10 1.12 × 104
600 1.32 1.34 × 104
700 1.54 1.56 × 104
800 1.76 1.79 × 104
900 1.98 2.01 × 104
1000 2.20 2.23 × 104
2000 4.40 4.47 × 104
3000 6.60 6.70 × 104
4000 8.80 8.93 × 104
4090 9.00 9.14 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 0.466 2660
70.0 0.487 2780
80.0 0.556 3180
90.0 0.626 3570
100 0.695 3970
200 1.39 7940
300 2.09 1.19 × 104
400 2.78 1.59 × 104
500 3.48 1.99 × 104
600 4.17 2.38 × 104
700 4.87 2.78 × 104
800 5.56 3.18 × 104
900 6.26 3.57 × 104
1000 6.95 3.97 × 104
1290 9.00 5.14 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 1.14 4160
70.0 1.19 4340
80.0 1.36 4960
90.0 1.53 5580
100 1.70 6200
200 3.39 1.24 × 104
300 5.09 1.86 × 104
400 6.79 2.48 × 104
500 8.49 3.10 × 104
530 9.00 3.29 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 2.36 5990
70.0 2.46 6250
80.0 2.82 7150
90.0 3.17 8040
100 3.52 8930
200 7.04 1.79 × 104
256 9.00 2.28 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 4.37 8150
70.0 4.56 8510
80.0 5.22 9730
90.0 5.87 1.09 × 104
100 6.52 1.22 × 104
138 9.00 1.68 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 7.45 1.06 × 104
70.0 7.79 1.11 × 104
80.0 8.90 1.27 × 104
80.9 9.00 1.28 × 104
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