Wide Flange Steel I Beam: W10 × 19

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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W10 × 19

For a simply supported beam in a single span, the maximum displacement and the maximum normal stress occur at the center 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 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.

 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 3.00 ft (lbf/ft) (in) (psi) 19.0 1.18 × 10-5 13.6 20.0 1.24 × 10-5 14.4 30.0 1.86 × 10-5 21.5 40.0 2.49 × 10-5 28.7 50.0 3.11 × 10-5 35.9 60.0 3.73 × 10-5 43.1 70.0 4.35 × 10-5 50.2 80.0 4.97 × 10-5 57.4 90.0 5.59 × 10-5 64.6 100 6.21 × 10-5 71.8 200 1.24 × 10-4 144 300 1.86 × 10-4 215 400 2.49 × 10-4 287 500 3.11 × 10-4 359 600 3.73 × 10-4 431 700 4.35 × 10-4 502 800 4.97 × 10-4 574 900 5.59 × 10-4 646 1000 6.21 × 10-4 718 2000 0.00124 1440 3000 0.00186 2150 4000 0.00249 2870 5000 0.00311 3590 6000 0.00373 4310 7000 0.00435 5020 8000 0.00497 5740 9000 0.00559 6460 1.00 × 104 0.00621 7180 2.00 × 104 0.0124 1.44 × 104 3.00 × 104 0.0186 2.15 × 104 4.00 × 104 0.0249 2.87 × 104 5.00 × 104 0.0311 3.59 × 104 6.00 × 104 0.0373 4.31 × 104 7.00 × 104 0.0435 5.02 × 104 8.00 × 104 0.0497 5.74 × 104 9.00 × 104 0.0559 6.46 × 104 1.00 × 105 0.0621 7.18 × 104 2.00 × 105 0.124 1.44 × 105 3.00 × 105 0.186 2.15 × 105 4.00 × 105 0.249 2.87 × 105 4.14 × 105 0.257 2.97 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 5.00 ft (lbf/ft) (in) (psi) 19.0 9.11 × 10-5 37.9 20.0 9.59 × 10-5 39.9 30.0 1.44 × 10-4 59.8 40.0 1.92 × 10-4 79.8 50.0 2.40 × 10-4 99.7 60.0 2.88 × 10-4 120 70.0 3.36 × 10-4 140 80.0 3.84 × 10-4 160 90.0 4.31 × 10-4 179 100 4.79 × 10-4 199 200 9.59 × 10-4 399 300 0.00144 598 400 0.00192 798 500 0.00240 997 600 0.00288 1200 700 0.00336 1400 800 0.00384 1600 900 0.00431 1790 1000 0.00479 1990 2000 0.00959 3990 3000 0.0144 5980 4000 0.0192 7980 5000 0.0240 9970 6000 0.0288 1.20 × 104 7000 0.0336 1.40 × 104 8000 0.0384 1.60 × 104 9000 0.0431 1.79 × 104 1.00 × 104 0.0479 1.99 × 104 2.00 × 104 0.0959 3.99 × 104 3.00 × 104 0.144 5.98 × 104 4.00 × 104 0.192 7.98 × 104 5.00 × 104 0.240 9.97 × 104 6.00 × 104 0.288 1.20 × 105 7.00 × 104 0.336 1.40 × 105 8.00 × 104 0.384 1.60 × 105 9.00 × 104 0.431 1.79 × 105 1.00 × 105 0.479 1.99 × 105 1.49 × 105 0.714 2.97 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 10.0 ft (lbf/ft) (in) (psi) 19.0 0.00146 152 20.0 0.00153 160 30.0 0.00230 239 40.0 0.00307 319 50.0 0.00384 399 60.0 0.00460 479 70.0 0.00537 558 80.0 0.00614 638 90.0 0.00690 718 100 0.00767 798 200 0.0153 1600 300 0.0230 2390 400 0.0307 3190 500 0.0384 3990 600 0.0460 4790 700 0.0537 5580 800 0.0614 6380 900 0.0690 7180 1000 0.0767 7980 2000 0.153 1.60 × 104 3000 0.230 2.39 × 104 4000 0.307 3.19 × 104 5000 0.384 3.99 × 104 6000 0.460 4.79 × 104 7000 0.537 5.58 × 104 8000 0.614 6.38 × 104 9000 0.690 7.18 × 104 1.00 × 104 0.767 7.98 × 104 2.00 × 104 1.53 1.60 × 105 3.00 × 104 2.30 2.39 × 105 3.72 × 104 2.86 2.97 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 15.0 ft (lbf/ft) (in) (psi) 19.0 0.00738 341 20.0 0.00777 359 30.0 0.0117 538 40.0 0.0155 718 50.0 0.0194 897 60.0 0.0233 1080 70.0 0.0272 1260 80.0 0.0311 1440 90.0 0.0350 1610 100 0.0388 1790 200 0.0777 3590 300 0.117 5380 400 0.155 7180 500 0.194 8970 600 0.233 1.08 × 104 700 0.272 1.26 × 104 800 0.311 1.44 × 104 900 0.350 1.61 × 104 1000 0.388 1.79 × 104 2000 0.777 3.59 × 104 3000 1.17 5.38 × 104 4000 1.55 7.18 × 104 5000 1.94 8.97 × 104 6000 2.33 1.08 × 105 7000 2.72 1.26 × 105 8000 3.11 1.44 × 105 9000 3.50 1.61 × 105 1.00 × 104 3.88 1.79 × 105 1.66 × 104 6.43 2.97 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 20.0 ft (lbf/ft) (in) (psi) 19.0 0.0233 606 20.0 0.0245 638 30.0 0.0368 957 40.0 0.0491 1280 50.0 0.0614 1600 60.0 0.0736 1910 70.0 0.0859 2230 80.0 0.0982 2550 90.0 0.110 2870 100 0.123 3190 200 0.245 6380 300 0.368 9570 400 0.491 1.28 × 104 500 0.614 1.60 × 104 600 0.736 1.91 × 104 700 0.859 2.23 × 104 800 0.982 2.55 × 104 900 1.10 2.87 × 104 1000 1.23 3.19 × 104 2000 2.45 6.38 × 104 3000 3.68 9.57 × 104 4000 4.91 1.28 × 105 5000 6.14 1.60 × 105 6000 7.36 1.91 × 105 7000 8.59 2.23 × 105 8000 9.82 2.55 × 105 8340 10.2 2.66 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 25.0 ft (lbf/ft) (in) (psi) 19.0 0.0569 947 20.0 0.0599 997 30.0 0.0899 1500 40.0 0.120 1990 50.0 0.150 2490 60.0 0.180 2990 70.0 0.210 3490 80.0 0.240 3990 90.0 0.270 4490 100 0.300 4980 200 0.599 9970 300 0.899 1.50 × 104 400 1.20 1.99 × 104 500 1.50 2.49 × 104 600 1.80 2.99 × 104 700 2.10 3.49 × 104 800 2.40 3.99 × 104 900 2.70 4.49 × 104 1000 3.00 4.98 × 104 2000 5.99 9.97 × 104 3000 8.99 1.50 × 105 3420 10.2 1.70 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 30.0 ft (lbf/ft) (in) (psi) 19.0 0.118 1360 20.0 0.124 1440 30.0 0.186 2150 40.0 0.249 2870 50.0 0.311 3590 60.0 0.373 4310 70.0 0.435 5020 80.0 0.497 5740 90.0 0.559 6460 100 0.621 7180 200 1.24 1.44 × 104 300 1.86 2.15 × 104 400 2.49 2.87 × 104 500 3.11 3.59 × 104 600 3.73 4.31 × 104 700 4.35 5.02 × 104 800 4.97 5.74 × 104 900 5.59 6.46 × 104 1000 6.21 7.18 × 104 1650 10.2 1.18 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 40.0 ft (lbf/ft) (in) (psi) 19.0 0.373 2420 20.0 0.393 2550 30.0 0.589 3830 40.0 0.786 5100 50.0 0.982 6380 60.0 1.18 7660 70.0 1.37 8930 80.0 1.57 1.02 × 104 90.0 1.77 1.15 × 104 100 1.96 1.28 × 104 200 3.93 2.55 × 104 300 5.89 3.83 × 104 400 7.86 5.10 × 104 500 9.82 6.38 × 104 521 10.2 6.65 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 50.0 ft (lbf/ft) (in) (psi) 19.0 0.911 3790 20.0 0.959 3990 30.0 1.44 5980 40.0 1.92 7980 50.0 2.40 9970 60.0 2.88 1.20 × 104 70.0 3.36 1.40 × 104 80.0 3.84 1.60 × 104 90.0 4.31 1.79 × 104 100 4.79 1.99 × 104 200 9.59 3.99 × 104 214 10.2 4.26 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 60.0 ft (lbf/ft) (in) (psi) 19.0 1.89 5450 20.0 1.99 5740 30.0 2.98 8610 40.0 3.98 1.15 × 104 50.0 4.97 1.44 × 104 60.0 5.97 1.72 × 104 70.0 6.96 2.01 × 104 80.0 7.95 2.30 × 104 90.0 8.95 2.58 × 104 100 9.94 2.87 × 104 103 10.2 2.96 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 70.0 ft (lbf/ft) (in) (psi) 19.0 3.50 7420 20.0 3.68 7820 30.0 5.53 1.17 × 104 40.0 7.37 1.56 × 104 50.0 9.21 1.95 × 104 55.6 10.2 2.17 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 80.0 ft (lbf/ft) (in) (psi) 19.0 5.97 9700 20.0 6.28 1.02 × 104 30.0 9.43 1.53 × 104 32.6 10.2 1.66 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 90.0 ft (lbf/ft) (in) (psi) 19.0 9.56 1.23 × 104 20.0 10.1 1.29 × 104 20.3 10.2 1.31 × 104