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Wide Flange Steel I Beam: W10 × 19
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » Wide Flange Steel I Beam » W10 × 19
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 = 96.3 in4) for the W10 × 19 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: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 4.72 × 10-6 13.6
20.0 4.97 × 10-6 14.4
30.0 7.46 × 10-6 21.5
40.0 9.94 × 10-6 28.7
50.0 1.24 × 10-5 35.9
60.0 1.49 × 10-5 43.1
70.0 1.74 × 10-5 50.2
80.0 1.99 × 10-5 57.4
90.0 2.24 × 10-5 64.6
100 2.49 × 10-5 71.8
200 4.97 × 10-5 144
300 7.46 × 10-5 215
400 9.94 × 10-5 287
500 1.24 × 10-4 359
600 1.49 × 10-4 431
700 1.74 × 10-4 502
800 1.99 × 10-4 574
900 2.24 × 10-4 646
1000 2.49 × 10-4 718
2000 4.97 × 10-4 1440
3000 7.46 × 10-4 2150
4000 9.94 × 10-4 2870
5000 0.00124 3590
6000 0.00149 4310
7000 0.00174 5020
8000 0.00199 5740
9000 0.00224 6460
1.00 × 104 0.00249 7180
2.00 × 104 0.00497 1.44 × 104
3.00 × 104 0.00746 2.15 × 104
4.00 × 104 0.00994 2.87 × 104
5.00 × 104 0.0124 3.59 × 104
6.00 × 104 0.0149 4.31 × 104
7.00 × 104 0.0174 5.02 × 104
8.00 × 104 0.0199 5.74 × 104
9.00 × 104 0.0224 6.46 × 104
1.00 × 105 0.0249 7.18 × 104
2.00 × 105 0.0497 1.44 × 105
3.00 × 105 0.0746 2.15 × 105
4.00 × 105 0.0994 2.87 × 105
4.14 × 105 0.103 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 3.64 × 10-5 37.9
20.0 3.84 × 10-5 39.9
30.0 5.75 × 10-5 59.8
40.0 7.67 × 10-5 79.8
50.0 9.59 × 10-5 99.7
60.0 1.15 × 10-4 120
70.0 1.34 × 10-4 140
80.0 1.53 × 10-4 160
90.0 1.73 × 10-4 179
100 1.92 × 10-4 199
200 3.84 × 10-4 399
300 5.75 × 10-4 598
400 7.67 × 10-4 798
500 9.59 × 10-4 997
600 0.00115 1200
700 0.00134 1400
800 0.00153 1600
900 0.00173 1790
1000 0.00192 1990
2000 0.00384 3990
3000 0.00575 5980
4000 0.00767 7980
5000 0.00959 9970
6000 0.0115 1.20 × 104
7000 0.0134 1.40 × 104
8000 0.0153 1.60 × 104
9000 0.0173 1.79 × 104
1.00 × 104 0.0192 1.99 × 104
2.00 × 104 0.0384 3.99 × 104
3.00 × 104 0.0575 5.98 × 104
4.00 × 104 0.0767 7.98 × 104
5.00 × 104 0.0959 9.97 × 104
6.00 × 104 0.115 1.20 × 105
7.00 × 104 0.134 1.40 × 105
8.00 × 104 0.153 1.60 × 105
9.00 × 104 0.173 1.79 × 105
1.00 × 105 0.192 1.99 × 105
1.49 × 105 0.286 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 5.83 × 10-4 152
20.0 6.14 × 10-4 160
30.0 9.21 × 10-4 239
40.0 0.00123 319
50.0 0.00153 399
60.0 0.00184 479
70.0 0.00215 558
80.0 0.00245 638
90.0 0.00276 718
100 0.00307 798
200 0.00614 1600
300 0.00921 2390
400 0.0123 3190
500 0.0153 3990
600 0.0184 4790
700 0.0215 5580
800 0.0245 6380
900 0.0276 7180
1000 0.0307 7980
2000 0.0614 1.60 × 104
3000 0.0921 2.39 × 104
4000 0.123 3.19 × 104
5000 0.153 3.99 × 104
6000 0.184 4.79 × 104
7000 0.215 5.58 × 104
8000 0.245 6.38 × 104
9000 0.276 7.18 × 104
1.00 × 104 0.307 7.98 × 104
2.00 × 104 0.614 1.60 × 105
3.00 × 104 0.921 2.39 × 105
3.72 × 104 1.14 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.00295 341
20.0 0.00311 359
30.0 0.00466 538
40.0 0.00621 718
50.0 0.00777 897
60.0 0.00932 1080
70.0 0.0109 1260
80.0 0.0124 1440
90.0 0.0140 1610
100 0.0155 1790
200 0.0311 3590
300 0.0466 5380
400 0.0621 7180
500 0.0777 8970
600 0.0932 1.08 × 104
700 0.109 1.26 × 104
800 0.124 1.44 × 104
900 0.140 1.61 × 104
1000 0.155 1.79 × 104
2000 0.311 3.59 × 104
3000 0.466 5.38 × 104
4000 0.621 7.18 × 104
5000 0.777 8.97 × 104
6000 0.932 1.08 × 105
7000 1.09 1.26 × 105
8000 1.24 1.44 × 105
9000 1.40 1.61 × 105
1.00 × 104 1.55 1.79 × 105
1.66 × 104 2.57 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.00933 606
20.0 0.00982 638
30.0 0.0147 957
40.0 0.0196 1280
50.0 0.0245 1600
60.0 0.0295 1910
70.0 0.0344 2230
80.0 0.0393 2550
90.0 0.0442 2870
100 0.0491 3190
200 0.0982 6380
300 0.147 9570
400 0.196 1.28 × 104
500 0.245 1.60 × 104
600 0.295 1.91 × 104
700 0.344 2.23 × 104
800 0.393 2.55 × 104
900 0.442 2.87 × 104
1000 0.491 3.19 × 104
2000 0.982 6.38 × 104
3000 1.47 9.57 × 104
4000 1.96 1.28 × 105
5000 2.45 1.60 × 105
6000 2.95 1.91 × 105
7000 3.44 2.23 × 105
8000 3.93 2.55 × 105
9000 4.42 2.87 × 105
9310 4.57 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.0228 947
20.0 0.0240 997
30.0 0.0360 1500
40.0 0.0479 1990
50.0 0.0599 2490
60.0 0.0719 2990
70.0 0.0839 3490
80.0 0.0959 3990
90.0 0.108 4490
100 0.120 4980
200 0.240 9970
300 0.360 1.50 × 104
400 0.479 1.99 × 104
500 0.599 2.49 × 104
600 0.719 2.99 × 104
700 0.839 3.49 × 104
800 0.959 3.99 × 104
900 1.08 4.49 × 104
1000 1.20 4.98 × 104
2000 2.40 9.97 × 104
3000 3.60 1.50 × 105
4000 4.79 1.99 × 105
5000 5.99 2.49 × 105
5960 7.14 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.0472 1360
20.0 0.0497 1440
30.0 0.0746 2150
40.0 0.0994 2870
50.0 0.124 3590
60.0 0.149 4310
70.0 0.174 5020
80.0 0.199 5740
90.0 0.224 6460
100 0.249 7180
200 0.497 1.44 × 104
300 0.746 2.15 × 104
400 0.994 2.87 × 104
500 1.24 3.59 × 104
600 1.49 4.31 × 104
700 1.74 5.02 × 104
800 1.99 5.74 × 104
900 2.24 6.46 × 104
1000 2.49 7.18 × 104
2000 4.97 1.44 × 105
3000 7.46 2.15 × 105
4000 9.94 2.87 × 105
4140 10.3 2.97 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.149 2420
20.0 0.157 2550
30.0 0.236 3830
40.0 0.314 5100
50.0 0.393 6380
60.0 0.471 7660
70.0 0.550 8930
80.0 0.628 1.02 × 104
90.0 0.707 1.15 × 104
100 0.786 1.28 × 104
200 1.57 2.55 × 104
300 2.36 3.83 × 104
400 3.14 5.10 × 104
500 3.93 6.38 × 104
600 4.71 7.66 × 104
700 5.50 8.93 × 104
800 6.28 1.02 × 105
900 7.07 1.15 × 105
1000 7.86 1.28 × 105
1300 10.2 1.66 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.364 3790
20.0 0.384 3990
30.0 0.575 5980
40.0 0.767 7980
50.0 0.959 9970
60.0 1.15 1.20 × 104
70.0 1.34 1.40 × 104
80.0 1.53 1.60 × 104
90.0 1.73 1.79 × 104
100 1.92 1.99 × 104
200 3.84 3.99 × 104
300 5.75 5.98 × 104
400 7.67 7.98 × 104
500 9.59 9.97 × 104
534 10.2 1.06 × 105
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 0.756 5450
20.0 0.795 5740
30.0 1.19 8610
40.0 1.59 1.15 × 104
50.0 1.99 1.44 × 104
60.0 2.39 1.72 × 104
70.0 2.78 2.01 × 104
80.0 3.18 2.30 × 104
90.0 3.58 2.58 × 104
100 3.98 2.87 × 104
200 7.95 5.74 × 104
258 10.2 7.39 × 104
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 1.40 7420
20.0 1.47 7820
30.0 2.21 1.17 × 104
40.0 2.95 1.56 × 104
50.0 3.68 1.95 × 104
60.0 4.42 2.34 × 104
70.0 5.16 2.74 × 104
80.0 5.89 3.13 × 104
90.0 6.63 3.52 × 104
100 7.37 3.91 × 104
139 10.2 5.43 × 104
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 2.39 9700
20.0 2.51 1.02 × 104
30.0 3.77 1.53 × 104
40.0 5.03 2.04 × 104
50.0 6.28 2.55 × 104
60.0 7.54 3.06 × 104
70.0 8.80 3.57 × 104
80.0 10.1 4.08 × 104
81.5 10.2 4.16 × 104
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 90.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 3.83 1.23 × 104
20.0 4.03 1.29 × 104
30.0 6.04 1.94 × 104
40.0 8.05 2.58 × 104
50.0 10.1 3.23 × 104
50.9 10.2 3.29 × 104
Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft)
L = 100 ft
P (lbf/ft) w_max (in) stress_max (psi)
19.0 5.83 1.52 × 104
20.0 6.14 1.60 × 104
30.0 9.21 2.39 × 104
33.4 10.2 2.66 × 104
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