S Section Steel I Beam: S10 × 35

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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Two Equal Spans » S Section Steel I Beam » S10 × 35
S Section 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 and the maximum normal stress 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 = 147 in4) for the S10 × 35 S Section 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: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 3.00 ft (lbf/ft) (in) (psi) 35.0 5.70 × 10-6 16.1 40.0 6.51 × 10-6 18.4 50.0 8.14 × 10-6 23.0 60.0 9.77 × 10-6 27.6 70.0 1.14 × 10-5 32.1 80.0 1.30 × 10-5 36.7 90.0 1.47 × 10-5 41.3 100 1.63 × 10-5 45.9 200 3.26 × 10-5 91.8 300 4.88 × 10-5 138 400 6.51 × 10-5 184 500 8.14 × 10-5 230 600 9.77 × 10-5 276 700 1.14 × 10-4 321 800 1.30 × 10-4 367 900 1.47 × 10-4 413 1000 1.63 × 10-4 459 2000 3.26 × 10-4 918 3000 4.88 × 10-4 1380 4000 6.51 × 10-4 1840 5000 8.14 × 10-4 2300 6000 9.77 × 10-4 2760 7000 0.00114 3210 8000 0.00130 3670 9000 0.00147 4130 1.00 × 104 0.00163 4590 2.00 × 104 0.00326 9180 3.00 × 104 0.00488 1.38 × 104 4.00 × 104 0.00651 1.84 × 104 5.00 × 104 0.00814 2.30 × 104 6.00 × 104 0.00977 2.76 × 104 7.00 × 104 0.0114 3.21 × 104 8.00 × 104 0.0130 3.67 × 104 9.00 × 104 0.0147 4.13 × 104 1.00 × 105 0.0163 4.59 × 104 2.00 × 105 0.0326 9.18 × 104 3.00 × 105 0.0488 1.38 × 105 4.00 × 105 0.0651 1.84 × 105 5.00 × 105 0.0814 2.30 × 105 6.00 × 105 0.0977 2.76 × 105 6.47 × 105 0.105 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 5.00 ft (lbf/ft) (in) (psi) 35.0 4.40 × 10-5 44.6 40.0 5.03 × 10-5 51.0 50.0 6.28 × 10-5 63.8 60.0 7.54 × 10-5 76.5 70.0 8.79 × 10-5 89.3 80.0 1.01 × 10-4 102 90.0 1.13 × 10-4 115 100 1.26 × 10-4 128 200 2.51 × 10-4 255 300 3.77 × 10-4 383 400 5.03 × 10-4 510 500 6.28 × 10-4 638 600 7.54 × 10-4 765 700 8.79 × 10-4 893 800 0.00101 1020 900 0.00113 1150 1000 0.00126 1280 2000 0.00251 2550 3000 0.00377 3830 4000 0.00503 5100 5000 0.00628 6380 6000 0.00754 7650 7000 0.00879 8930 8000 0.0101 1.02 × 104 9000 0.0113 1.15 × 104 1.00 × 104 0.0126 1.28 × 104 2.00 × 104 0.0251 2.55 × 104 3.00 × 104 0.0377 3.83 × 104 4.00 × 104 0.0503 5.10 × 104 5.00 × 104 0.0628 6.38 × 104 6.00 × 104 0.0754 7.65 × 104 7.00 × 104 0.0879 8.93 × 104 8.00 × 104 0.101 1.02 × 105 9.00 × 104 0.113 1.15 × 105 1.00 × 105 0.126 1.28 × 105 2.00 × 105 0.251 2.55 × 105 2.33 × 105 0.293 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 10.0 ft (lbf/ft) (in) (psi) 35.0 7.04 × 10-4 179 40.0 8.04 × 10-4 204 50.0 0.00101 255 60.0 0.00121 306 70.0 0.00141 357 80.0 0.00161 408 90.0 0.00181 459 100 0.00201 510 200 0.00402 1020 300 0.00603 1530 400 0.00804 2040 500 0.0101 2550 600 0.0121 3060 700 0.0141 3570 800 0.0161 4080 900 0.0181 4590 1000 0.0201 5100 2000 0.0402 1.02 × 104 3000 0.0603 1.53 × 104 4000 0.0804 2.04 × 104 5000 0.101 2.55 × 104 6000 0.121 3.06 × 104 7000 0.141 3.57 × 104 8000 0.161 4.08 × 104 9000 0.181 4.59 × 104 1.00 × 104 0.201 5.10 × 104 2.00 × 104 0.402 1.02 × 105 3.00 × 104 0.603 1.53 × 105 4.00 × 104 0.804 2.04 × 105 5.00 × 104 1.01 2.55 × 105 5.82 × 104 1.17 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 15.0 ft (lbf/ft) (in) (psi) 35.0 0.00356 402 40.0 0.00407 459 50.0 0.00509 574 60.0 0.00611 689 70.0 0.00712 804 80.0 0.00814 918 90.0 0.00916 1030 100 0.0102 1150 200 0.0204 2300 300 0.0305 3440 400 0.0407 4590 500 0.0509 5740 600 0.0611 6890 700 0.0712 8040 800 0.0814 9180 900 0.0916 1.03 × 104 1000 0.102 1.15 × 104 2000 0.204 2.30 × 104 3000 0.305 3.44 × 104 4000 0.407 4.59 × 104 5000 0.509 5.74 × 104 6000 0.611 6.89 × 104 7000 0.712 8.04 × 104 8000 0.814 9.18 × 104 9000 0.916 1.03 × 105 1.00 × 104 1.02 1.15 × 105 2.00 × 104 2.04 2.30 × 105 2.59 × 104 2.63 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 20.0 ft (lbf/ft) (in) (psi) 35.0 0.0113 714 40.0 0.0129 816 50.0 0.0161 1020 60.0 0.0193 1220 70.0 0.0225 1430 80.0 0.0257 1630 90.0 0.0289 1840 100 0.0322 2040 200 0.0643 4080 300 0.0965 6120 400 0.129 8160 500 0.161 1.02 × 104 600 0.193 1.22 × 104 700 0.225 1.43 × 104 800 0.257 1.63 × 104 900 0.289 1.84 × 104 1000 0.322 2.04 × 104 2000 0.643 4.08 × 104 3000 0.965 6.12 × 104 4000 1.29 8.16 × 104 5000 1.61 1.02 × 105 6000 1.93 1.22 × 105 7000 2.25 1.43 × 105 8000 2.57 1.63 × 105 9000 2.89 1.84 × 105 1.00 × 104 3.22 2.04 × 105 1.46 × 104 4.68 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 25.0 ft (lbf/ft) (in) (psi) 35.0 0.0275 1120 40.0 0.0314 1280 50.0 0.0393 1590 60.0 0.0471 1910 70.0 0.0550 2230 80.0 0.0628 2550 90.0 0.0707 2870 100 0.0785 3190 200 0.157 6380 300 0.236 9570 400 0.314 1.28 × 104 500 0.393 1.59 × 104 600 0.471 1.91 × 104 700 0.550 2.23 × 104 800 0.628 2.55 × 104 900 0.707 2.87 × 104 1000 0.785 3.19 × 104 2000 1.57 6.38 × 104 3000 2.36 9.57 × 104 4000 3.14 1.28 × 105 5000 3.93 1.59 × 105 6000 4.71 1.91 × 105 7000 5.50 2.23 × 105 8000 6.28 2.55 × 105 9000 7.07 2.87 × 105 9320 7.31 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 30.0 ft (lbf/ft) (in) (psi) 35.0 0.0570 1610 40.0 0.0651 1840 50.0 0.0814 2300 60.0 0.0977 2760 70.0 0.114 3210 80.0 0.130 3670 90.0 0.147 4130 100 0.163 4590 200 0.326 9180 300 0.488 1.38 × 104 400 0.651 1.84 × 104 500 0.814 2.30 × 104 600 0.977 2.76 × 104 700 1.14 3.21 × 104 800 1.30 3.67 × 104 900 1.47 4.13 × 104 1000 1.63 4.59 × 104 2000 3.26 9.18 × 104 3000 4.88 1.38 × 105 4000 6.51 1.84 × 105 5000 8.14 2.30 × 105 6000 9.77 2.76 × 105 6470 10.5 2.97 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 40.0 ft (lbf/ft) (in) (psi) 35.0 0.180 2860 40.0 0.206 3270 50.0 0.257 4080 60.0 0.309 4900 70.0 0.360 5710 80.0 0.412 6530 90.0 0.463 7350 100 0.515 8160 200 1.03 1.63 × 104 300 1.54 2.45 × 104 400 2.06 3.27 × 104 500 2.57 4.08 × 104 600 3.09 4.90 × 104 700 3.60 5.71 × 104 800 4.12 6.53 × 104 900 4.63 7.35 × 104 1000 5.15 8.16 × 104 1940 10.0 1.59 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 50.0 ft (lbf/ft) (in) (psi) 35.0 0.440 4460 40.0 0.503 5100 50.0 0.628 6380 60.0 0.754 7650 70.0 0.879 8930 80.0 1.01 1.02 × 104 90.0 1.13 1.15 × 104 100 1.26 1.28 × 104 200 2.51 2.55 × 104 300 3.77 3.83 × 104 400 5.03 5.10 × 104 500 6.28 6.38 × 104 600 7.54 7.65 × 104 700 8.79 8.93 × 104 796 10.0 1.02 × 105
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 60.0 ft (lbf/ft) (in) (psi) 35.0 0.912 6430 40.0 1.04 7350 50.0 1.30 9180 60.0 1.56 1.10 × 104 70.0 1.82 1.29 × 104 80.0 2.08 1.47 × 104 90.0 2.34 1.65 × 104 100 2.61 1.84 × 104 200 5.21 3.67 × 104 300 7.82 5.51 × 104 384 10.0 7.05 × 104
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 70.0 ft (lbf/ft) (in) (psi) 35.0 1.69 8750 40.0 1.93 1.00 × 104 50.0 2.41 1.25 × 104 60.0 2.90 1.50 × 104 70.0 3.38 1.75 × 104 80.0 3.86 2.00 × 104 90.0 4.34 2.25 × 104 100 4.83 2.50 × 104 200 9.65 5.00 × 104 207 10.0 5.18 × 104
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 80.0 ft (lbf/ft) (in) (psi) 35.0 2.88 1.14 × 104 40.0 3.29 1.31 × 104 50.0 4.12 1.63 × 104 60.0 4.94 1.96 × 104 70.0 5.76 2.29 × 104 80.0 6.59 2.61 × 104 90.0 7.41 2.94 × 104 100 8.23 3.27 × 104 121 10.0 3.97 × 104
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 90.0 ft (lbf/ft) (in) (psi) 35.0 4.62 1.45 × 104 40.0 5.28 1.65 × 104 50.0 6.59 2.07 × 104 60.0 7.91 2.48 × 104 70.0 9.23 2.89 × 104 75.8 10.0 3.13 × 104
 Steel I Beam: S10 × 35 (S10 inch tall × 35 lbf/ft) L = 100 ft (lbf/ft) (in) (psi) 35.0 7.04 1.79 × 104 40.0 8.04 2.04 × 104 49.7 10.0 2.54 × 104