S Section Steel I Beam: S6 × 17.25

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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » S Section Steel I Beam » S6 × 17.25

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 = 26.3 in4) for the S6 × 17.25 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: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 3.00 ft (lbf/ft) (in) (psi) 17.3 3.92 × 10-5 26.6 20.0 4.55 × 10-5 30.8 30.0 6.83 × 10-5 46.2 40.0 9.10 × 10-5 61.6 50.0 1.14 × 10-4 77.0 60.0 1.37 × 10-4 92.4 70.0 1.59 × 10-4 108 80.0 1.82 × 10-4 123 90.0 2.05 × 10-4 139 100 2.28 × 10-4 154 200 4.55 × 10-4 308 300 6.83 × 10-4 462 400 9.10 × 10-4 616 500 0.00114 770 600 0.00137 924 700 0.00159 1080 800 0.00182 1230 900 0.00205 1390 1000 0.00228 1540 2000 0.00455 3080 3000 0.00683 4620 4000 0.00910 6160 5000 0.0114 7700 6000 0.0137 9240 7000 0.0159 1.08 × 104 8000 0.0182 1.23 × 104 9000 0.0205 1.39 × 104 1.00 × 104 0.0228 1.54 × 104 2.00 × 104 0.0455 3.08 × 104 3.00 × 104 0.0683 4.62 × 104 4.00 × 104 0.0910 6.16 × 104 5.00 × 104 0.114 7.70 × 104 6.00 × 104 0.137 9.24 × 104 7.00 × 104 0.159 1.08 × 105 8.00 × 104 0.182 1.23 × 105 9.00 × 104 0.205 1.39 × 105 1.00 × 105 0.228 1.54 × 105 1.93 × 105 0.439 2.97 × 105
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 5.00 ft (lbf/ft) (in) (psi) 17.3 3.03 × 10-4 73.8 20.0 3.51 × 10-4 85.6 30.0 5.27 × 10-4 128 40.0 7.02 × 10-4 171 50.0 8.78 × 10-4 214 60.0 0.00105 257 70.0 0.00123 299 80.0 0.00140 342 90.0 0.00158 385 100 0.00176 428 200 0.00351 856 300 0.00527 1280 400 0.00702 1710 500 0.00878 2140 600 0.0105 2570 700 0.0123 2990 800 0.0140 3420 900 0.0158 3850 1000 0.0176 4280 2000 0.0351 8560 3000 0.0527 1.28 × 104 4000 0.0702 1.71 × 104 5000 0.0878 2.14 × 104 6000 0.105 2.57 × 104 7000 0.123 2.99 × 104 8000 0.140 3.42 × 104 9000 0.158 3.85 × 104 1.00 × 104 0.176 4.28 × 104 2.00 × 104 0.351 8.56 × 104 3.00 × 104 0.527 1.28 × 105 4.00 × 104 0.702 1.71 × 105 5.00 × 104 0.878 2.14 × 105 6.00 × 104 1.05 2.57 × 105 6.94 × 104 1.22 2.97 × 105
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 10.0 ft (lbf/ft) (in) (psi) 17.3 0.00485 295 20.0 0.00562 342 30.0 0.00843 513 40.0 0.0112 684 50.0 0.0140 856 60.0 0.0169 1030 70.0 0.0197 1200 80.0 0.0225 1370 90.0 0.0253 1540 100 0.0281 1710 200 0.0562 3420 300 0.0843 5130 400 0.112 6840 500 0.140 8560 600 0.169 1.03 × 104 700 0.197 1.20 × 104 800 0.225 1.37 × 104 900 0.253 1.54 × 104 1000 0.281 1.71 × 104 2000 0.562 3.42 × 104 3000 0.843 5.13 × 104 4000 1.12 6.84 × 104 5000 1.40 8.56 × 104 6000 1.69 1.03 × 105 7000 1.97 1.20 × 105 8000 2.25 1.37 × 105 9000 2.53 1.54 × 105 1.00 × 104 2.81 1.71 × 105 1.74 × 104 4.88 2.97 × 105
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 15.0 ft (lbf/ft) (in) (psi) 17.3 0.0245 664 20.0 0.0284 770 30.0 0.0427 1150 40.0 0.0569 1540 50.0 0.0711 1920 60.0 0.0853 2310 70.0 0.0995 2690 80.0 0.114 3080 90.0 0.128 3460 100 0.142 3850 200 0.284 7700 300 0.427 1.15 × 104 400 0.569 1.54 × 104 500 0.711 1.92 × 104 600 0.853 2.31 × 104 700 0.995 2.69 × 104 800 1.14 3.08 × 104 900 1.28 3.46 × 104 1000 1.42 3.85 × 104 2000 2.84 7.70 × 104 3000 4.27 1.15 × 105 4000 5.69 1.54 × 105 4220 6.00 1.62 × 105
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 20.0 ft (lbf/ft) (in) (psi) 17.3 0.0775 1180 20.0 0.0899 1370 30.0 0.135 2050 40.0 0.180 2740 50.0 0.225 3420 60.0 0.270 4110 70.0 0.315 4790 80.0 0.360 5480 90.0 0.404 6160 100 0.449 6840 200 0.899 1.37 × 104 300 1.35 2.05 × 104 400 1.80 2.74 × 104 500 2.25 3.42 × 104 600 2.70 4.11 × 104 700 3.15 4.79 × 104 800 3.60 5.48 × 104 900 4.04 6.16 × 104 1000 4.49 6.84 × 104 1340 6.00 9.14 × 104
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 25.0 ft (lbf/ft) (in) (psi) 17.3 0.189 1840 20.0 0.219 2140 30.0 0.329 3210 40.0 0.439 4280 50.0 0.549 5350 60.0 0.658 6420 70.0 0.768 7490 80.0 0.878 8560 90.0 0.987 9620 100 1.10 1.07 × 104 200 2.19 2.14 × 104 300 3.29 3.21 × 104 400 4.39 4.28 × 104 500 5.49 5.35 × 104 547 6.00 5.85 × 104
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 30.0 ft (lbf/ft) (in) (psi) 17.3 0.392 2660 20.0 0.455 3080 30.0 0.683 4620 40.0 0.910 6160 50.0 1.14 7700 60.0 1.37 9240 70.0 1.59 1.08 × 104 80.0 1.82 1.23 × 104 90.0 2.05 1.39 × 104 100 2.28 1.54 × 104 200 4.55 3.08 × 104 264 6.00 4.06 × 104
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 40.0 ft (lbf/ft) (in) (psi) 17.3 1.24 4720 20.0 1.44 5480 30.0 2.16 8210 40.0 2.88 1.10 × 104 50.0 3.60 1.37 × 104 60.0 4.31 1.64 × 104 70.0 5.03 1.92 × 104 80.0 5.75 2.19 × 104 83.4 6.00 2.28 × 104
 Steel I Beam: S6 × 17.25 (S Section 6 inch tall × 17.25 lbf/ft) L = 50.0 ft (lbf/ft) (in) (psi) 17.3 3.03 7380 20.0 3.51 8560 30.0 5.27 1.28 × 104 34.2 6.00 1.46 × 104
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