engineering fundamentals
Wide Flange Steel I Beam: W8 × 67
Home | Directory | Career | News | Industrial




Materials

Design

Processes

Units

Formulas

Math
Glossary » Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » 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 two equal spans, we compute the displacement at the middle of each span w_mid and the maximum normal stress stress_max occuring at the center support 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
L = 90 ft
L = 100 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 5.90 × 10-6 15.0
70.0 6.16 × 10-6 15.6
80.0 7.04 × 10-6 17.9
90.0 7.92 × 10-6 20.1
100 8.80 × 10-6 22.3
200 1.76 × 10-5 44.7
300 2.64 × 10-5 67.0
400 3.52 × 10-5 89.3
500 4.40 × 10-5 112
600 5.28 × 10-5 134
700 6.16 × 10-5 156
800 7.04 × 10-5 179
900 7.92 × 10-5 201
1000 8.80 × 10-5 223
2000 1.76 × 10-4 447
3000 2.64 × 10-4 670
4000 3.52 × 10-4 893
5000 4.40 × 10-4 1120
6000 5.28 × 10-4 1340
7000 6.16 × 10-4 1560
8000 7.04 × 10-4 1790
9000 7.92 × 10-4 2010
1.00 × 104 8.80 × 10-4 2230
2.00 × 104 0.00176 4470
3.00 × 104 0.00264 6700
4.00 × 104 0.00352 8930
5.00 × 104 0.00440 1.12 × 104
6.00 × 104 0.00528 1.34 × 104
7.00 × 104 0.00616 1.56 × 104
8.00 × 104 0.00704 1.79 × 104
9.00 × 104 0.00792 2.01 × 104
1.00 × 105 0.00880 2.23 × 104
2.00 × 105 0.0176 4.47 × 104
3.00 × 105 0.0264 6.70 × 104
4.00 × 105 0.0352 8.93 × 104
5.00 × 105 0.0440 1.12 × 105
6.00 × 105 0.0528 1.34 × 105
7.00 × 105 0.0616 1.56 × 105
8.00 × 105 0.0704 1.79 × 105
9.00 × 105 0.0792 2.01 × 105
1.00 × 106 0.0880 2.23 × 105
1.33 × 106 0.117 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 4.55 × 10-5 41.6
70.0 4.75 × 10-5 43.4
80.0 5.43 × 10-5 49.6
90.0 6.11 × 10-5 55.8
100 6.79 × 10-5 62.0
200 1.36 × 10-4 124
300 2.04 × 10-4 186
400 2.72 × 10-4 248
500 3.39 × 10-4 310
600 4.07 × 10-4 372
700 4.75 × 10-4 434
800 5.43 × 10-4 496
900 6.11 × 10-4 558
1000 6.79 × 10-4 620
2000 0.00136 1240
3000 0.00204 1860
4000 0.00272 2480
5000 0.00339 3100
6000 0.00407 3720
7000 0.00475 4340
8000 0.00543 4960
9000 0.00611 5580
1.00 × 104 0.00679 6200
2.00 × 104 0.0136 1.24 × 104
3.00 × 104 0.0204 1.86 × 104
4.00 × 104 0.0272 2.48 × 104
5.00 × 104 0.0339 3.10 × 104
6.00 × 104 0.0407 3.72 × 104
7.00 × 104 0.0475 4.34 × 104
8.00 × 104 0.0543 4.96 × 104
9.00 × 104 0.0611 5.58 × 104
1.00 × 105 0.0679 6.20 × 104
2.00 × 105 0.136 1.24 × 105
3.00 × 105 0.204 1.86 × 105
4.00 × 105 0.272 2.48 × 105
4.79 × 105 0.325 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 7.28 × 10-4 166
70.0 7.60 × 10-4 174
80.0 8.69 × 10-4 199
90.0 9.78 × 10-4 223
100 0.00109 248
200 0.00217 496
300 0.00326 744
400 0.00435 993
500 0.00543 1240
600 0.00652 1490
700 0.00760 1740
800 0.00869 1990
900 0.00978 2230
1000 0.0109 2480
2000 0.0217 4960
3000 0.0326 7440
4000 0.0435 9930
5000 0.0543 1.24 × 104
6000 0.0652 1.49 × 104
7000 0.0760 1.74 × 104
8000 0.0869 1.99 × 104
9000 0.0978 2.23 × 104
1.00 × 104 0.109 2.48 × 104
2.00 × 104 0.217 4.96 × 104
3.00 × 104 0.326 7.44 × 104
4.00 × 104 0.435 9.93 × 104
5.00 × 104 0.543 1.24 × 105
6.00 × 104 0.652 1.49 × 105
7.00 × 104 0.760 1.74 × 105
8.00 × 104 0.869 1.99 × 105
9.00 × 104 0.978 2.23 × 105
1.00 × 105 1.09 2.48 × 105
1.20 × 105 1.30 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 0.00368 374
70.0 0.00385 391
80.0 0.00440 447
90.0 0.00495 503
100 0.00550 558
200 0.0110 1120
300 0.0165 1680
400 0.0220 2230
500 0.0275 2790
600 0.0330 3350
700 0.0385 3910
800 0.0440 4470
900 0.0495 5030
1000 0.0550 5580
2000 0.110 1.12 × 104
3000 0.165 1.68 × 104
4000 0.220 2.23 × 104
5000 0.275 2.79 × 104
6000 0.330 3.35 × 104
7000 0.385 3.91 × 104
8000 0.440 4.47 × 104
9000 0.495 5.03 × 104
1.00 × 104 0.550 5.58 × 104
2.00 × 104 1.10 1.12 × 105
3.00 × 104 1.65 1.68 × 105
4.00 × 104 2.20 2.23 × 105
5.00 × 104 2.75 2.79 × 105
5.32 × 104 2.93 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 0.0116 665
70.0 0.0122 695
80.0 0.0139 794
90.0 0.0156 893
100 0.0174 993
200 0.0348 1990
300 0.0521 2980
400 0.0695 3970
500 0.0869 4960
600 0.104 5960
700 0.122 6950
800 0.139 7940
900 0.156 8930
1000 0.174 9930
2000 0.348 1.99 × 104
3000 0.521 2.98 × 104
4000 0.695 3.97 × 104
5000 0.869 4.96 × 104
6000 1.04 5.96 × 104
7000 1.22 6.95 × 104
8000 1.39 7.94 × 104
9000 1.56 8.93 × 104
1.00 × 104 1.74 9.93 × 104
2.00 × 104 3.48 1.99 × 105
2.99 × 104 5.20 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 0.0284 1040
70.0 0.0297 1090
80.0 0.0339 1240
90.0 0.0382 1400
100 0.0424 1550
200 0.0849 3100
300 0.127 4650
400 0.170 6200
500 0.212 7760
600 0.255 9310
700 0.297 1.09 × 104
800 0.339 1.24 × 104
900 0.382 1.40 × 104
1000 0.424 1.55 × 104
2000 0.849 3.10 × 104
3000 1.27 4.65 × 104
4000 1.70 6.20 × 104
5000 2.12 7.76 × 104
6000 2.55 9.31 × 104
7000 2.97 1.09 × 105
8000 3.39 1.24 × 105
9000 3.82 1.40 × 105
1.00 × 104 4.24 1.55 × 105
1.92 × 104 8.13 2.97 × 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 0.0590 1500
70.0 0.0616 1560
80.0 0.0704 1790
90.0 0.0792 2010
100 0.0880 2230
200 0.176 4470
300 0.264 6700
400 0.352 8930
500 0.440 1.12 × 104
600 0.528 1.34 × 104
700 0.616 1.56 × 104
800 0.704 1.79 × 104
900 0.792 2.01 × 104
1000 0.880 2.23 × 104
2000 1.76 4.47 × 104
3000 2.64 6.70 × 104
4000 3.52 8.93 × 104
5000 4.40 1.12 × 105
6000 5.28 1.34 × 105
7000 6.16 1.56 × 105
8000 7.04 1.79 × 105
9000 7.92 2.01 × 105
1.00 × 104 8.80 2.23 × 105
1.33 × 104 11.7 2.97 × 105
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 0.186 2660
70.0 0.195 2780
80.0 0.222 3180
90.0 0.250 3570
100 0.278 3970
200 0.556 7940
300 0.834 1.19 × 104
400 1.11 1.59 × 104
500 1.39 1.99 × 104
600 1.67 2.38 × 104
700 1.95 2.78 × 104
800 2.22 3.18 × 104
900 2.50 3.57 × 104
1000 2.78 3.97 × 104
2000 5.56 7.94 × 104
3000 8.34 1.19 × 105
3240 9.00 1.28 × 105
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 0.455 4160
70.0 0.475 4340
80.0 0.543 4960
90.0 0.611 5580
100 0.679 6200
200 1.36 1.24 × 104
300 2.04 1.86 × 104
400 2.72 2.48 × 104
500 3.39 3.10 × 104
600 4.07 3.72 × 104
700 4.75 4.34 × 104
800 5.43 4.96 × 104
900 6.11 5.58 × 104
1000 6.79 6.20 × 104
1330 9.00 8.22 × 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 0.943 5990
70.0 0.986 6250
80.0 1.13 7150
90.0 1.27 8040
100 1.41 8930
200 2.82 1.79 × 104
300 4.22 2.68 × 104
400 5.63 3.57 × 104
500 7.04 4.47 × 104
600 8.45 5.36 × 104
639 9.00 5.71 × 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 1.75 8150
70.0 1.83 8510
80.0 2.09 9730
90.0 2.35 1.09 × 104
100 2.61 1.22 × 104
200 5.22 2.43 × 104
300 7.83 3.65 × 104
345 9.00 4.20 × 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 2.98 1.06 × 104
70.0 3.11 1.11 × 104
80.0 3.56 1.27 × 104
90.0 4.00 1.43 × 104
100 4.45 1.59 × 104
200 8.90 3.18 × 104
202 9.00 3.21 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 90.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 4.78 1.35 × 104
70.0 4.99 1.41 × 104
80.0 5.70 1.61 × 104
90.0 6.41 1.81 × 104
100 7.13 2.01 × 104
126 9.00 2.54 × 104
Steel I Beam: W8 × 67 (Wide Flange 8 inch tall × 67 lbf/ft)
L = 100 ft
P (lbf/ft) w_max (in) stress_max (psi)
67.0 7.28 1.66 × 104
70.0 7.60 1.74 × 104
80.0 8.69 1.99 × 104
82.8 9.00 2.06 × 104
Additional Information
Home  About Us  Privacy  Disclaimer  Contact 

Copyright © 2017 eFunda, Inc.