engineering Glossary Beam W10-14

Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W10 × 39

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 (I_xx = 209 in⁴) for the W10 × 39 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.

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

Steel I Beam: W10 × 39 (Wide Flange 10 inch tall × 39 lbf/ft) L = 3.00 ft (lbf/ft) (in) (psi) 39.0 1.12 × 10-5 12.5 40.0 1.15 × 10-5 12.8 50.0 1.43 × 10-5 16.0 60.0 1.72 × 10-5 19.2 70.0 2.00 × 10-5 22.4 80.0 2.29 × 10-5 25.6 90.0 2.58 × 10-5 28.8 100 2.86 × 10-5 32.0 200 5.73 × 10-5 64.1 300 8.59 × 10-5 96.1 400 1.15 × 10-4 128 500 1.43 × 10-4 160 600 1.72 × 10-4 192 700 2.00 × 10-4 224 800 2.29 × 10-4 256 900 2.58 × 10-4 288 1000 2.86 × 10-4 320 2000 5.73 × 10-4 641 3000 8.59 × 10-4 961 4000 0.00115 1280 5000 0.00143 1600 6000 0.00172 1920 7000 0.00200 2240 8000 0.00229 2560 9000 0.00258 2880 1.00 × 104 0.00286 3200 2.00 × 104 0.00573 6410 3.00 × 104 0.00859 9610 4.00 × 104 0.0115 1.28 × 104 5.00 × 104 0.0143 1.60 × 104 6.00 × 104 0.0172 1.92 × 104 7.00 × 104 0.0200 2.24 × 104 8.00 × 104 0.0229 2.56 × 104 9.00 × 104 0.0258 2.88 × 104 1.00 × 105 0.0286 3.20 × 104 2.00 × 105 0.0573 6.41 × 104 3.00 × 105 0.0859 9.61 × 104 4.00 × 105 0.115 1.28 × 105 5.00 × 105 0.143 1.60 × 105 6.00 × 105 0.172 1.92 × 105 7.00 × 105 0.200 2.24 × 105 8.00 × 105 0.229 2.56 × 105 9.00 × 105 0.258 2.88 × 105 9.27 × 105 0.265 2.97 × 105

Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W14 × 665

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 (I_xx = 12400 in⁴) for the W14 × 665 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.

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 L = 125 ft L = 150 ft

Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 3.00 ft (lbf/ft) (in) (psi) 665 3.21 × 10-6 7.83 700 3.38 × 10-6 8.25 800 3.86 × 10-6 9.42 900 4.34 × 10-6 10.6 1000 4.83 × 10-6 11.8 2000 9.65 × 10-6 23.6 3000 1.45 × 10-5 35.3 4000 1.93 × 10-5 47.1 5000 2.41 × 10-5 58.9 6000 2.90 × 10-5 70.7 7000 3.38 × 10-5 82.5 8000 3.86 × 10-5 94.2 9000 4.34 × 10-5 106 1.00 × 104 4.83 × 10-5 118 2.00 × 104 9.65 × 10-5 236 3.00 × 104 1.45 × 10-4 353 4.00 × 104 1.93 × 10-4 471 5.00 × 104 2.41 × 10-4 589 6.00 × 104 2.90 × 10-4 707 7.00 × 104 3.38 × 10-4 825 8.00 × 104 3.86 × 10-4 942 9.00 × 104 4.34 × 10-4 1060 1.00 × 105 4.83 × 10-4 1180 2.00 × 105 9.65 × 10-4 2360 3.00 × 105 0.00145 3530 4.00 × 105 0.00193 4710 5.00 × 105 0.00241 5890 6.00 × 105 0.00290 7070 7.00 × 105 0.00338 8250 8.00 × 105 0.00386 9420 9.00 × 105 0.00434 1.06 × 104 1.00 × 106 0.00483 1.18 × 104 2.00 × 106 0.00965 2.36 × 104 3.00 × 106 0.0145 3.53 × 104 4.00 × 106 0.0193 4.71 × 104 5.00 × 106 0.0241 5.89 × 104 6.00 × 106 0.0290 7.07 × 104 7.00 × 106 0.0338 8.25 × 104 8.00 × 106 0.0386 9.42 × 104 9.00 × 106 0.0434 1.06 × 105 1.00 × 107 0.0483 1.18 × 105 2.00 × 107 0.0965 2.36 × 105 2.52 × 107 0.122 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 5.00 ft (lbf/ft) (in) (psi) 665 2.48 × 10-5 21.8 700 2.61 × 10-5 22.9 800 2.98 × 10-5 26.2 900 3.35 × 10-5 29.4 1000 3.72 × 10-5 32.7 2000 7.45 × 10-5 65.4 3000 1.12 × 10-4 98.2 4000 1.49 × 10-4 131 5000 1.86 × 10-4 164 6000 2.23 × 10-4 196 7000 2.61 × 10-4 229 8000 2.98 × 10-4 262 9000 3.35 × 10-4 294 1.00 × 104 3.72 × 10-4 327 2.00 × 104 7.45 × 10-4 654 3.00 × 104 0.00112 982 4.00 × 104 0.00149 1310 5.00 × 104 0.00186 1640 6.00 × 104 0.00223 1960 7.00 × 104 0.00261 2290 8.00 × 104 0.00298 2620 9.00 × 104 0.00335 2940 1.00 × 105 0.00372 3270 2.00 × 105 0.00745 6540 3.00 × 105 0.0112 9820 4.00 × 105 0.0149 1.31 × 104 5.00 × 105 0.0186 1.64 × 104 6.00 × 105 0.0223 1.96 × 104 7.00 × 105 0.0261 2.29 × 104 8.00 × 105 0.0298 2.62 × 104 9.00 × 105 0.0335 2.94 × 104 1.00 × 106 0.0372 3.27 × 104 2.00 × 106 0.0745 6.54 × 104 3.00 × 106 0.112 9.82 × 104 4.00 × 106 0.149 1.31 × 105 5.00 × 106 0.186 1.64 × 105 6.00 × 106 0.223 1.96 × 105 7.00 × 106 0.261 2.29 × 105 8.00 × 106 0.298 2.62 × 105 9.00 × 106 0.335 2.94 × 105 9.08 × 106 0.338 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 10.0 ft (lbf/ft) (in) (psi) 665 3.96 × 10-4 87.0 700 4.17 × 10-4 91.6 800 4.77 × 10-4 105 900 5.36 × 10-4 118 1000 5.96 × 10-4 131 2000 0.00119 262 3000 0.00179 393 4000 0.00238 524 5000 0.00298 654 6000 0.00357 785 7000 0.00417 916 8000 0.00477 1050 9000 0.00536 1180 1.00 × 104 0.00596 1310 2.00 × 104 0.0119 2620 3.00 × 104 0.0179 3930 4.00 × 104 0.0238 5240 5.00 × 104 0.0298 6540 6.00 × 104 0.0357 7850 7.00 × 104 0.0417 9160 8.00 × 104 0.0477 1.05 × 104 9.00 × 104 0.0536 1.18 × 104 1.00 × 105 0.0596 1.31 × 104 2.00 × 105 0.119 2.62 × 104 3.00 × 105 0.179 3.93 × 104 4.00 × 105 0.238 5.24 × 104 5.00 × 105 0.298 6.54 × 104 6.00 × 105 0.357 7.85 × 104 7.00 × 105 0.417 9.16 × 104 8.00 × 105 0.477 1.05 × 105 9.00 × 105 0.536 1.18 × 105 1.00 × 106 0.596 1.31 × 105 2.00 × 106 1.19 2.62 × 105 2.27 × 106 1.35 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 15.0 ft (lbf/ft) (in) (psi) 665 0.00201 196 700 0.00211 206 800 0.00241 236 900 0.00271 265 1000 0.00302 294 2000 0.00603 589 3000 0.00905 883 4000 0.0121 1180 5000 0.0151 1470 6000 0.0181 1770 7000 0.0211 2060 8000 0.0241 2360 9000 0.0271 2650 1.00 × 104 0.0302 2940 2.00 × 104 0.0603 5890 3.00 × 104 0.0905 8830 4.00 × 104 0.121 1.18 × 104 5.00 × 104 0.151 1.47 × 104 6.00 × 104 0.181 1.77 × 104 7.00 × 104 0.211 2.06 × 104 8.00 × 104 0.241 2.36 × 104 9.00 × 104 0.271 2.65 × 104 1.00 × 105 0.302 2.94 × 104 2.00 × 105 0.603 5.89 × 104 3.00 × 105 0.905 8.83 × 104 4.00 × 105 1.21 1.18 × 105 5.00 × 105 1.51 1.47 × 105 6.00 × 105 1.81 1.77 × 105 7.00 × 105 2.11 2.06 × 105 8.00 × 105 2.41 2.36 × 105 9.00 × 105 2.71 2.65 × 105 1.00 × 106 3.02 2.94 × 105 1.01 × 106 3.04 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 20.0 ft (lbf/ft) (in) (psi) 665 0.00634 348 700 0.00667 366 800 0.00763 419 900 0.00858 471 1000 0.00953 524 2000 0.0191 1050 3000 0.0286 1570 4000 0.0381 2090 5000 0.0477 2620 6000 0.0572 3140 7000 0.0667 3660 8000 0.0763 4190 9000 0.0858 4710 1.00 × 104 0.0953 5240 2.00 × 104 0.191 1.05 × 104 3.00 × 104 0.286 1.57 × 104 4.00 × 104 0.381 2.09 × 104 5.00 × 104 0.477 2.62 × 104 6.00 × 104 0.572 3.14 × 104 7.00 × 104 0.667 3.66 × 104 8.00 × 104 0.763 4.19 × 104 9.00 × 104 0.858 4.71 × 104 1.00 × 105 0.953 5.24 × 104 2.00 × 105 1.91 1.05 × 105 3.00 × 105 2.86 1.57 × 105 4.00 × 105 3.81 2.09 × 105 5.00 × 105 4.77 2.62 × 105 5.67 × 105 5.41 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 25.0 ft (lbf/ft) (in) (psi) 665 0.0155 544 700 0.0163 573 800 0.0186 654 900 0.0209 736 1000 0.0233 818 2000 0.0465 1640 3000 0.0698 2450 4000 0.0931 3270 5000 0.116 4090 6000 0.140 4910 7000 0.163 5730 8000 0.186 6540 9000 0.209 7360 1.00 × 104 0.233 8180 2.00 × 104 0.465 1.64 × 104 3.00 × 104 0.698 2.45 × 104 4.00 × 104 0.931 3.27 × 104 5.00 × 104 1.16 4.09 × 104 6.00 × 104 1.40 4.91 × 104 7.00 × 104 1.63 5.73 × 104 8.00 × 104 1.86 6.54 × 104 9.00 × 104 2.09 7.36 × 104 1.00 × 105 2.33 8.18 × 104 2.00 × 105 4.65 1.64 × 105 3.00 × 105 6.98 2.45 × 105 3.63 × 105 8.45 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 30.0 ft (lbf/ft) (in) (psi) 665 0.0321 783 700 0.0338 825 800 0.0386 942 900 0.0434 1060 1000 0.0483 1180 2000 0.0965 2360 3000 0.145 3530 4000 0.193 4710 5000 0.241 5890 6000 0.290 7070 7000 0.338 8250 8000 0.386 9420 9000 0.434 1.06 × 104 1.00 × 104 0.483 1.18 × 104 2.00 × 104 0.965 2.36 × 104 3.00 × 104 1.45 3.53 × 104 4.00 × 104 1.93 4.71 × 104 5.00 × 104 2.41 5.89 × 104 6.00 × 104 2.90 7.07 × 104 7.00 × 104 3.38 8.25 × 104 8.00 × 104 3.86 9.42 × 104 9.00 × 104 4.34 1.06 × 105 1.00 × 105 4.83 1.18 × 105 2.00 × 105 9.65 2.36 × 105 2.52 × 105 12.2 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 40.0 ft (lbf/ft) (in) (psi) 665 0.101 1390 700 0.107 1470 800 0.122 1680 900 0.137 1880 1000 0.153 2090 2000 0.305 4190 3000 0.458 6280 4000 0.610 8380 5000 0.763 1.05 × 104 6000 0.915 1.26 × 104 7000 1.07 1.47 × 104 8000 1.22 1.68 × 104 9000 1.37 1.88 × 104 1.00 × 104 1.53 2.09 × 104 2.00 × 104 3.05 4.19 × 104 3.00 × 104 4.58 6.28 × 104 4.00 × 104 6.10 8.38 × 104 5.00 × 104 7.63 1.05 × 105 6.00 × 104 9.15 1.26 × 105 7.00 × 104 10.7 1.47 × 105 8.00 × 104 12.2 1.68 × 105 9.00 × 104 13.7 1.88 × 105 1.00 × 105 15.3 2.09 × 105 1.42 × 105 21.6 2.97 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 50.0 ft (lbf/ft) (in) (psi) 665 0.248 2180 700 0.261 2290 800 0.298 2620 900 0.335 2940 1000 0.372 3270 2000 0.745 6540 3000 1.12 9820 4000 1.49 1.31 × 104 5000 1.86 1.64 × 104 6000 2.23 1.96 × 104 7000 2.61 2.29 × 104 8000 2.98 2.62 × 104 9000 3.35 2.94 × 104 1.00 × 104 3.72 3.27 × 104 2.00 × 104 7.45 6.54 × 104 3.00 × 104 11.2 9.82 × 104 4.00 × 104 14.9 1.31 × 105 5.00 × 104 18.6 1.64 × 105 5.81 × 104 21.6 1.90 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 60.0 ft (lbf/ft) (in) (psi) 665 0.513 3130 700 0.540 3300 800 0.618 3770 900 0.695 4240 1000 0.772 4710 2000 1.54 9420 3000 2.32 1.41 × 104 4000 3.09 1.88 × 104 5000 3.86 2.36 × 104 6000 4.63 2.83 × 104 7000 5.40 3.30 × 104 8000 6.18 3.77 × 104 9000 6.95 4.24 × 104 1.00 × 104 7.72 4.71 × 104 2.00 × 104 15.4 9.42 × 104 2.80 × 104 21.6 1.32 × 105 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 70.0 ft (lbf/ft) (in) (psi) 665 0.951 4260 700 1.00 4490 800 1.14 5130 900 1.29 5770 1000 1.43 6410 2000 2.86 1.28 × 104 3000 4.29 1.92 × 104 4000 5.72 2.57 × 104 5000 7.15 3.21 × 104 6000 8.58 3.85 × 104 7000 10.0 4.49 × 104 8000 11.4 5.13 × 104 9000 12.9 5.77 × 104 1.00 × 104 14.3 6.41 × 104 1.51 × 104 21.6 9.70 × 104 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 80.0 ft (lbf/ft) (in) (psi) 665 1.62 5570 700 1.71 5860 800 1.95 6700 900 2.20 7540 1000 2.44 8380 2000 4.88 1.68 × 104 3000 7.32 2.51 × 104 4000 9.76 3.35 × 104 5000 12.2 4.19 × 104 6000 14.6 5.03 × 104 7000 17.1 5.86 × 104 8000 19.5 6.70 × 104 8870 21.6 7.43 × 104 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 90.0 ft (lbf/ft) (in) (psi) 665 2.60 7050 700 2.74 7420 800 3.13 8480 900 3.52 9540 1000 3.91 1.06 × 104 2000 7.82 2.12 × 104 3000 11.7 3.18 × 104 4000 15.6 4.24 × 104 5000 19.5 5.30 × 104 5540 21.6 5.87 × 104 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 100 ft (lbf/ft) (in) (psi) 665 3.96 8700 700 4.17 9160 800 4.77 1.05 × 104 900 5.36 1.18 × 104 1000 5.96 1.31 × 104 2000 11.9 2.62 × 104 3000 17.9 3.93 × 104 3630 21.6 4.75 × 104 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 125 ft (lbf/ft) (in) (psi) 665 9.67 1.36 × 104 700 10.2 1.43 × 104 800 11.6 1.64 × 104 900 13.1 1.84 × 104 1000 14.5 2.05 × 104 1490 21.6 3.04 × 104 Steel I Beam: W14 × 665 (Wide Flange 14 inch tall × 665 lbf/ft) L = 150 ft (lbf/ft) (in) (psi) 665 20.1 1.96 × 104 700 21.1 2.06 × 104 718 21.6 2.11 × 104