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S Section Steel I Beam: S10 × 35
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Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » 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 a single span, the maximum displacement w_max and the maximum normal stress stress_max occur at the center 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 Yield 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
   
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 1.42 × 10-5 16.1
40.0 1.63 × 10-5 18.4
50.0 2.04 × 10-5 23.0
60.0 2.44 × 10-5 27.6
70.0 2.85 × 10-5 32.1
80.0 3.26 × 10-5 36.7
90.0 3.66 × 10-5 41.3
100 4.07 × 10-5 45.9
200 8.14 × 10-5 91.8
300 1.22 × 10-4 138
400 1.63 × 10-4 184
500 2.04 × 10-4 230
600 2.44 × 10-4 276
700 2.85 × 10-4 321
800 3.26 × 10-4 367
900 3.66 × 10-4 413
1000 4.07 × 10-4 459
2000 8.14 × 10-4 918
3000 0.00122 1380
4000 0.00163 1840
5000 0.00204 2300
6000 0.00244 2760
7000 0.00285 3210
8000 0.00326 3670
9000 0.00366 4130
1.00 × 104 0.00407 4590
2.00 × 104 0.00814 9180
3.00 × 104 0.0122 1.38 × 104
4.00 × 104 0.0163 1.84 × 104
5.00 × 104 0.0204 2.30 × 104
6.00 × 104 0.0244 2.76 × 104
7.00 × 104 0.0285 3.21 × 104
8.00 × 104 0.0326 3.67 × 104
9.00 × 104 0.0366 4.13 × 104
1.00 × 105 0.0407 4.59 × 104
2.00 × 105 0.0814 9.18 × 104
3.00 × 105 0.122 1.38 × 105
4.00 × 105 0.163 1.84 × 105
5.00 × 105 0.204 2.30 × 105
6.00 × 105 0.244 2.76 × 105
6.47 × 105 0.263 2.97 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 1.10 × 10-4 44.6
40.0 1.26 × 10-4 51.0
50.0 1.57 × 10-4 63.8
60.0 1.88 × 10-4 76.5
70.0 2.20 × 10-4 89.3
80.0 2.51 × 10-4 102
90.0 2.83 × 10-4 115
100 3.14 × 10-4 128
200 6.28 × 10-4 255
300 9.42 × 10-4 383
400 0.00126 510
500 0.00157 638
600 0.00188 765
700 0.00220 893
800 0.00251 1020
900 0.00283 1150
1000 0.00314 1280
2000 0.00628 2550
3000 0.00942 3830
4000 0.0126 5100
5000 0.0157 6380
6000 0.0188 7650
7000 0.0220 8930
8000 0.0251 1.02 × 104
9000 0.0283 1.15 × 104
1.00 × 104 0.0314 1.28 × 104
2.00 × 104 0.0628 2.55 × 104
3.00 × 104 0.0942 3.83 × 104
4.00 × 104 0.126 5.10 × 104
5.00 × 104 0.157 6.38 × 104
6.00 × 104 0.188 7.65 × 104
7.00 × 104 0.220 8.93 × 104
8.00 × 104 0.251 1.02 × 105
9.00 × 104 0.283 1.15 × 105
1.00 × 105 0.314 1.28 × 105
2.00 × 105 0.628 2.55 × 105
2.33 × 105 0.731 2.97 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.00176 179
40.0 0.00201 204
50.0 0.00251 255
60.0 0.00302 306
70.0 0.00352 357
80.0 0.00402 408
90.0 0.00452 459
100 0.00503 510
200 0.0101 1020
300 0.0151 1530
400 0.0201 2040
500 0.0251 2550
600 0.0302 3060
700 0.0352 3570
800 0.0402 4080
900 0.0452 4590
1000 0.0503 5100
2000 0.101 1.02 × 104
3000 0.151 1.53 × 104
4000 0.201 2.04 × 104
5000 0.251 2.55 × 104
6000 0.302 3.06 × 104
7000 0.352 3.57 × 104
8000 0.402 4.08 × 104
9000 0.452 4.59 × 104
1.00 × 104 0.503 5.10 × 104
2.00 × 104 1.01 1.02 × 105
3.00 × 104 1.51 1.53 × 105
4.00 × 104 2.01 2.04 × 105
5.00 × 104 2.51 2.55 × 105
5.82 × 104 2.93 2.97 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.00890 402
40.0 0.0102 459
50.0 0.0127 574
60.0 0.0153 689
70.0 0.0178 804
80.0 0.0204 918
90.0 0.0229 1030
100 0.0254 1150
200 0.0509 2300
300 0.0763 3440
400 0.102 4590
500 0.127 5740
600 0.153 6890
700 0.178 8040
800 0.204 9180
900 0.229 1.03 × 104
1000 0.254 1.15 × 104
2000 0.509 2.30 × 104
3000 0.763 3.44 × 104
4000 1.02 4.59 × 104
5000 1.27 5.74 × 104
6000 1.53 6.89 × 104
7000 1.78 8.04 × 104
8000 2.04 9.18 × 104
9000 2.29 1.03 × 105
1.00 × 104 2.54 1.15 × 105
2.00 × 104 5.09 2.30 × 105
2.59 × 104 6.58 2.97 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.0281 714
40.0 0.0322 816
50.0 0.0402 1020
60.0 0.0482 1220
70.0 0.0563 1430
80.0 0.0643 1630
90.0 0.0724 1840
100 0.0804 2040
200 0.161 4080
300 0.241 6120
400 0.322 8160
500 0.402 1.02 × 104
600 0.482 1.22 × 104
700 0.563 1.43 × 104
800 0.643 1.63 × 104
900 0.724 1.84 × 104
1000 0.804 2.04 × 104
2000 1.61 4.08 × 104
3000 2.41 6.12 × 104
4000 3.22 8.16 × 104
5000 4.02 1.02 × 105
6000 4.82 1.22 × 105
7000 5.63 1.43 × 105
8000 6.43 1.63 × 105
9000 7.24 1.84 × 105
1.00 × 104 8.04 2.04 × 105
1.46 × 104 11.7 2.97 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.0687 1120
40.0 0.0785 1280
50.0 0.0982 1590
60.0 0.118 1910
70.0 0.137 2230
80.0 0.157 2550
90.0 0.177 2870
100 0.196 3190
200 0.393 6380
300 0.589 9570
400 0.785 1.28 × 104
500 0.982 1.59 × 104
600 1.18 1.91 × 104
700 1.37 2.23 × 104
800 1.57 2.55 × 104
900 1.77 2.87 × 104
1000 1.96 3.19 × 104
2000 3.93 6.38 × 104
3000 5.89 9.57 × 104
4000 7.85 1.28 × 105
5000 9.82 1.59 × 105
5090 10.0 1.62 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.142 1610
40.0 0.163 1840
50.0 0.204 2300
60.0 0.244 2760
70.0 0.285 3210
80.0 0.326 3670
90.0 0.366 4130
100 0.407 4590
200 0.814 9180
300 1.22 1.38 × 104
400 1.63 1.84 × 104
500 2.04 2.30 × 104
600 2.44 2.76 × 104
700 2.85 3.21 × 104
800 3.26 3.67 × 104
900 3.66 4.13 × 104
1000 4.07 4.59 × 104
2000 8.14 9.18 × 104
2460 10.0 1.13 × 105
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 0.450 2860
40.0 0.515 3270
50.0 0.643 4080
60.0 0.772 4900
70.0 0.901 5710
80.0 1.03 6530
90.0 1.16 7350
100 1.29 8160
200 2.57 1.63 × 104
300 3.86 2.45 × 104
400 5.15 3.27 × 104
500 6.43 4.08 × 104
600 7.72 4.90 × 104
700 9.01 5.71 × 104
777 10.0 6.35 × 104
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 1.10 4460
40.0 1.26 5100
50.0 1.57 6380
60.0 1.88 7650
70.0 2.20 8930
80.0 2.51 1.02 × 104
90.0 2.83 1.15 × 104
100 3.14 1.28 × 104
200 6.28 2.55 × 104
300 9.42 3.83 × 104
318 10.0 4.06 × 104
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 2.28 6430
40.0 2.61 7350
50.0 3.26 9180
60.0 3.91 1.10 × 104
70.0 4.56 1.29 × 104
80.0 5.21 1.47 × 104
90.0 5.86 1.65 × 104
100 6.51 1.84 × 104
154 10.0 2.82 × 104
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 4.22 8750
40.0 4.83 1.00 × 104
50.0 6.03 1.25 × 104
60.0 7.24 1.50 × 104
70.0 8.45 1.75 × 104
80.0 9.65 2.00 × 104
82.9 10.0 2.07 × 104
Steel I Beam: S10 × 35 (S Section 10 inch tall × 35 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
35.0 7.20 1.14 × 104
40.0 8.23 1.31 × 104
48.6 10.0 1.59 × 104
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