Wide Flange Steel I Beam: W10 × 19

 FREE Publications Laser Focus World Vision Systems Design Reinforced Plastics Control Engineering Paint & Coatings Photonics Spectra Power Magazine Machinery Lubrication more
 Materials Design Processes Units Formulas Math
Glossary » Beams » Simply Supported » Uniformly Distributed Load » Three 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 three equal spans, we compute the displacement at the middle of the first and the third spans, and the maximum normal stress occuring at the second and third supports 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 6.17 × 10-6 10.9 20.0 6.49 × 10-6 11.5 30.0 9.73 × 10-6 17.2 40.0 1.30 × 10-5 23.0 50.0 1.62 × 10-5 28.7 60.0 1.95 × 10-5 34.5 70.0 2.27 × 10-5 40.2 80.0 2.60 × 10-5 45.9 90.0 2.92 × 10-5 51.7 100 3.24 × 10-5 57.4 200 6.49 × 10-5 115 300 9.73 × 10-5 172 400 1.30 × 10-4 230 500 1.62 × 10-4 287 600 1.95 × 10-4 345 700 2.27 × 10-4 402 800 2.60 × 10-4 459 900 2.92 × 10-4 517 1000 3.24 × 10-4 574 2000 6.49 × 10-4 1150 3000 9.73 × 10-4 1720 4000 0.00130 2300 5000 0.00162 2870 6000 0.00195 3450 7000 0.00227 4020 8000 0.00260 4590 9000 0.00292 5170 1.00 × 104 0.00324 5740 2.00 × 104 0.00649 1.15 × 104 3.00 × 104 0.00973 1.72 × 104 4.00 × 104 0.0130 2.30 × 104 5.00 × 104 0.0162 2.87 × 104 6.00 × 104 0.0195 3.45 × 104 7.00 × 104 0.0227 4.02 × 104 8.00 × 104 0.0260 4.59 × 104 9.00 × 104 0.0292 5.17 × 104 1.00 × 105 0.0324 5.74 × 104 2.00 × 105 0.0649 1.15 × 105 3.00 × 105 0.0973 1.72 × 105 4.00 × 105 0.130 2.30 × 105 5.00 × 105 0.162 2.87 × 105 5.17 × 105 0.168 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 4.76 × 10-5 30.3 20.0 5.01 × 10-5 31.9 30.0 7.51 × 10-5 47.9 40.0 1.00 × 10-4 63.8 50.0 1.25 × 10-4 79.8 60.0 1.50 × 10-4 95.7 70.0 1.75 × 10-4 112 80.0 2.00 × 10-4 128 90.0 2.25 × 10-4 144 100 2.50 × 10-4 160 200 5.01 × 10-4 319 300 7.51 × 10-4 479 400 0.00100 638 500 0.00125 798 600 0.00150 957 700 0.00175 1120 800 0.00200 1280 900 0.00225 1440 1000 0.00250 1600 2000 0.00501 3190 3000 0.00751 4790 4000 0.0100 6380 5000 0.0125 7980 6000 0.0150 9570 7000 0.0175 1.12 × 104 8000 0.0200 1.28 × 104 9000 0.0225 1.44 × 104 1.00 × 104 0.0250 1.60 × 104 2.00 × 104 0.0501 3.19 × 104 3.00 × 104 0.0751 4.79 × 104 4.00 × 104 0.100 6.38 × 104 5.00 × 104 0.125 7.98 × 104 6.00 × 104 0.150 9.57 × 104 7.00 × 104 0.175 1.12 × 105 8.00 × 104 0.200 1.28 × 105 9.00 × 104 0.225 1.44 × 105 1.00 × 105 0.250 1.60 × 105 1.86 × 105 0.466 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 7.61 × 10-4 121 20.0 8.01 × 10-4 128 30.0 0.00120 191 40.0 0.00160 255 50.0 0.00200 319 60.0 0.00240 383 70.0 0.00280 447 80.0 0.00320 510 90.0 0.00361 574 100 0.00401 638 200 0.00801 1280 300 0.0120 1910 400 0.0160 2550 500 0.0200 3190 600 0.0240 3830 700 0.0280 4470 800 0.0320 5100 900 0.0361 5740 1000 0.0401 6380 2000 0.0801 1.28 × 104 3000 0.120 1.91 × 104 4000 0.160 2.55 × 104 5000 0.200 3.19 × 104 6000 0.240 3.83 × 104 7000 0.280 4.47 × 104 8000 0.320 5.10 × 104 9000 0.361 5.74 × 104 1.00 × 104 0.401 6.38 × 104 2.00 × 104 0.801 1.28 × 105 3.00 × 104 1.20 1.91 × 105 4.00 × 104 1.60 2.55 × 105 4.66 × 104 1.87 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 0.00385 273 20.0 0.00406 287 30.0 0.00608 431 40.0 0.00811 574 50.0 0.0101 718 60.0 0.0122 861 70.0 0.0142 1000 80.0 0.0162 1150 90.0 0.0183 1290 100 0.0203 1440 200 0.0406 2870 300 0.0608 4310 400 0.0811 5740 500 0.101 7180 600 0.122 8610 700 0.142 1.00 × 104 800 0.162 1.15 × 104 900 0.183 1.29 × 104 1000 0.203 1.44 × 104 2000 0.406 2.87 × 104 3000 0.608 4.31 × 104 4000 0.811 5.74 × 104 5000 1.01 7.18 × 104 6000 1.22 8.61 × 104 7000 1.42 1.00 × 105 8000 1.62 1.15 × 105 9000 1.83 1.29 × 105 1.00 × 104 2.03 1.44 × 105 2.00 × 104 4.06 2.87 × 105 2.07 × 104 4.20 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 0.0122 485 20.0 0.0128 510 30.0 0.0192 766 40.0 0.0256 1020 50.0 0.0320 1280 60.0 0.0385 1530 70.0 0.0449 1790 80.0 0.0513 2040 90.0 0.0577 2300 100 0.0641 2550 200 0.128 5100 300 0.192 7660 400 0.256 1.02 × 104 500 0.320 1.28 × 104 600 0.385 1.53 × 104 700 0.449 1.79 × 104 800 0.513 2.04 × 104 900 0.577 2.30 × 104 1000 0.641 2.55 × 104 2000 1.28 5.10 × 104 3000 1.92 7.66 × 104 4000 2.56 1.02 × 105 5000 3.20 1.28 × 105 6000 3.85 1.53 × 105 7000 4.49 1.79 × 105 8000 5.13 2.04 × 105 9000 5.77 2.30 × 105 1.00 × 104 6.41 2.55 × 105 1.16 × 104 7.46 2.97 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 25.0 ft (lbf/ft) (in) (psi) 19.0 0.0297 758 20.0 0.0313 798 30.0 0.0469 1200 40.0 0.0626 1600 50.0 0.0782 1990 60.0 0.0939 2390 70.0 0.110 2790 80.0 0.125 3190 90.0 0.141 3590 100 0.156 3990 200 0.313 7980 300 0.469 1.20 × 104 400 0.626 1.60 × 104 500 0.782 1.99 × 104 600 0.939 2.39 × 104 700 1.10 2.79 × 104 800 1.25 3.19 × 104 900 1.41 3.59 × 104 1000 1.56 3.99 × 104 2000 3.13 7.98 × 104 3000 4.69 1.20 × 105 4000 6.26 1.60 × 105 5000 7.82 1.99 × 105 6000 9.39 2.39 × 105 6540 10.2 2.61 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 30.0 ft (lbf/ft) (in) (psi) 19.0 0.0617 1090 20.0 0.0649 1150 30.0 0.0973 1720 40.0 0.130 2300 50.0 0.162 2870 60.0 0.195 3450 70.0 0.227 4020 80.0 0.260 4590 90.0 0.292 5170 100 0.324 5740 200 0.649 1.15 × 104 300 0.973 1.72 × 104 400 1.30 2.30 × 104 500 1.62 2.87 × 104 600 1.95 3.45 × 104 700 2.27 4.02 × 104 800 2.60 4.59 × 104 900 2.92 5.17 × 104 1000 3.24 5.74 × 104 2000 6.49 1.15 × 105 3000 9.73 1.72 × 105 3160 10.2 1.81 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 40.0 ft (lbf/ft) (in) (psi) 19.0 0.195 1940 20.0 0.205 2040 30.0 0.308 3060 40.0 0.410 4080 50.0 0.513 5100 60.0 0.615 6120 70.0 0.718 7150 80.0 0.820 8170 90.0 0.923 9190 100 1.03 1.02 × 104 200 2.05 2.04 × 104 300 3.08 3.06 × 104 400 4.10 4.08 × 104 500 5.13 5.10 × 104 600 6.15 6.12 × 104 700 7.18 7.15 × 104 800 8.20 8.17 × 104 900 9.23 9.19 × 104 998 10.2 1.02 × 105
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 50.0 ft (lbf/ft) (in) (psi) 19.0 0.476 3030 20.0 0.501 3190 30.0 0.751 4790 40.0 1.00 6380 50.0 1.25 7980 60.0 1.50 9570 70.0 1.75 1.12 × 104 80.0 2.00 1.28 × 104 90.0 2.25 1.44 × 104 100 2.50 1.60 × 104 200 5.01 3.19 × 104 300 7.51 4.79 × 104 400 10.0 6.38 × 104 409 10.2 6.52 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 60.0 ft (lbf/ft) (in) (psi) 19.0 0.986 4360 20.0 1.04 4590 30.0 1.56 6890 40.0 2.08 9190 50.0 2.60 1.15 × 104 60.0 3.12 1.38 × 104 70.0 3.63 1.61 × 104 80.0 4.15 1.84 × 104 90.0 4.67 2.07 × 104 100 5.19 2.30 × 104 197 10.2 4.53 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 70.0 ft (lbf/ft) (in) (psi) 19.0 1.83 5940 20.0 1.92 6250 30.0 2.89 9380 40.0 3.85 1.25 × 104 50.0 4.81 1.56 × 104 60.0 5.77 1.88 × 104 70.0 6.73 2.19 × 104 80.0 7.69 2.50 × 104 90.0 8.66 2.81 × 104 100 9.62 3.13 × 104 106 10.2 3.33 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 80.0 ft (lbf/ft) (in) (psi) 19.0 3.12 7760 20.0 3.28 8170 30.0 4.92 1.22 × 104 40.0 6.56 1.63 × 104 50.0 8.20 2.04 × 104 60.0 9.85 2.45 × 104 62.4 10.2 2.55 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 90.0 ft (lbf/ft) (in) (psi) 19.0 4.99 9820 20.0 5.26 1.03 × 104 30.0 7.89 1.55 × 104 39.0 10.2 2.01 × 104
 Steel I Beam: W10 × 19 (Wide Flange 10 inch tall × 19 lbf/ft) L = 100 ft (lbf/ft) (in) (psi) 19.0 7.61 1.21 × 104 20.0 8.01 1.28 × 104 25.6 10.2 1.63 × 104