engineering fundamentals
Wide Flange Steel I Beam: W10 × 88
Home | Directory | Career | News | Industrial




Materials

Design

Processes

Units

Formulas

Math
Glossary » Beams » Simply Supported » Uniformly Distributed Load » Single Span » Wide Flange Steel I Beam » W10 × 88
Wide Flange 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 = 534 in4) for the W10 × 88 Wide Flange 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
L = 90 ft
  
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 3.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 9.86 × 10-6 12.1
90.0 1.01 × 10-5 12.3
100 1.12 × 10-5 13.7
200 2.24 × 10-5 27.4
300 3.36 × 10-5 41.1
400 4.48 × 10-5 54.8
500 5.60 × 10-5 68.5
600 6.72 × 10-5 82.2
700 7.84 × 10-5 95.9
800 8.96 × 10-5 110
900 1.01 × 10-4 123
1000 1.12 × 10-4 137
2000 2.24 × 10-4 274
3000 3.36 × 10-4 411
4000 4.48 × 10-4 548
5000 5.60 × 10-4 685
6000 6.72 × 10-4 822
7000 7.84 × 10-4 959
8000 8.96 × 10-4 1100
9000 0.00101 1230
1.00 × 104 0.00112 1370
2.00 × 104 0.00224 2740
3.00 × 104 0.00336 4110
4.00 × 104 0.00448 5480
5.00 × 104 0.00560 6850
6.00 × 104 0.00672 8220
7.00 × 104 0.00784 9590
8.00 × 104 0.00896 1.10 × 104
9.00 × 104 0.0101 1.23 × 104
1.00 × 105 0.0112 1.37 × 104
2.00 × 105 0.0224 2.74 × 104
3.00 × 105 0.0336 4.11 × 104
4.00 × 105 0.0448 5.48 × 104
5.00 × 105 0.0560 6.85 × 104
6.00 × 105 0.0672 8.22 × 104
7.00 × 105 0.0784 9.59 × 104
8.00 × 105 0.0896 1.10 × 105
9.00 × 105 0.101 1.23 × 105
1.00 × 106 0.112 1.37 × 105
2.00 × 106 0.224 2.74 × 105
2.17 × 106 0.243 2.97 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 5.00 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 7.61 × 10-5 33.5
90.0 7.78 × 10-5 34.3
100 8.65 × 10-5 38.1
200 1.73 × 10-4 76.1
300 2.59 × 10-4 114
400 3.46 × 10-4 152
500 4.32 × 10-4 190
600 5.19 × 10-4 228
700 6.05 × 10-4 266
800 6.92 × 10-4 304
900 7.78 × 10-4 343
1000 8.65 × 10-4 381
2000 0.00173 761
3000 0.00259 1140
4000 0.00346 1520
5000 0.00432 1900
6000 0.00519 2280
7000 0.00605 2660
8000 0.00692 3040
9000 0.00778 3430
1.00 × 104 0.00865 3810
2.00 × 104 0.0173 7610
3.00 × 104 0.0259 1.14 × 104
4.00 × 104 0.0346 1.52 × 104
5.00 × 104 0.0432 1.90 × 104
6.00 × 104 0.0519 2.28 × 104
7.00 × 104 0.0605 2.66 × 104
8.00 × 104 0.0692 3.04 × 104
9.00 × 104 0.0778 3.43 × 104
1.00 × 105 0.0865 3.81 × 104
2.00 × 105 0.173 7.61 × 104
3.00 × 105 0.259 1.14 × 105
4.00 × 105 0.346 1.52 × 105
5.00 × 105 0.432 1.90 × 105
6.00 × 105 0.519 2.28 × 105
7.00 × 105 0.605 2.66 × 105
7.80 × 105 0.675 2.97 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 10.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.00122 134
90.0 0.00125 137
100 0.00138 152
200 0.00277 304
300 0.00415 457
400 0.00553 609
500 0.00692 761
600 0.00830 913
700 0.00968 1070
800 0.0111 1220
900 0.0125 1370
1000 0.0138 1520
2000 0.0277 3040
3000 0.0415 4570
4000 0.0553 6090
5000 0.0692 7610
6000 0.0830 9130
7000 0.0968 1.07 × 104
8000 0.111 1.22 × 104
9000 0.125 1.37 × 104
1.00 × 104 0.138 1.52 × 104
2.00 × 104 0.277 3.04 × 104
3.00 × 104 0.415 4.57 × 104
4.00 × 104 0.553 6.09 × 104
5.00 × 104 0.692 7.61 × 104
6.00 × 104 0.830 9.13 × 104
7.00 × 104 0.968 1.07 × 105
8.00 × 104 1.11 1.22 × 105
9.00 × 104 1.25 1.37 × 105
1.00 × 105 1.38 1.52 × 105
1.95 × 105 2.70 2.97 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 15.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.00616 301
90.0 0.00630 308
100 0.00700 343
200 0.0140 685
300 0.0210 1030
400 0.0280 1370
500 0.0350 1710
600 0.0420 2060
700 0.0490 2400
800 0.0560 2740
900 0.0630 3080
1000 0.0700 3430
2000 0.140 6850
3000 0.210 1.03 × 104
4000 0.280 1.37 × 104
5000 0.350 1.71 × 104
6000 0.420 2.06 × 104
7000 0.490 2.40 × 104
8000 0.560 2.74 × 104
9000 0.630 3.08 × 104
1.00 × 104 0.700 3.43 × 104
2.00 × 104 1.40 6.85 × 104
3.00 × 104 2.10 1.03 × 105
4.00 × 104 2.80 1.37 × 105
5.00 × 104 3.50 1.71 × 105
6.00 × 104 4.20 2.06 × 105
7.00 × 104 4.90 2.40 × 105
8.00 × 104 5.60 2.74 × 105
8.67 × 104 6.07 2.97 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 20.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.0195 536
90.0 0.0199 548
100 0.0221 609
200 0.0443 1220
300 0.0664 1830
400 0.0885 2440
500 0.111 3040
600 0.133 3650
700 0.155 4260
800 0.177 4870
900 0.199 5480
1000 0.221 6090
2000 0.443 1.22 × 104
3000 0.664 1.83 × 104
4000 0.885 2.44 × 104
5000 1.11 3.04 × 104
6000 1.33 3.65 × 104
7000 1.55 4.26 × 104
8000 1.77 4.87 × 104
9000 1.99 5.48 × 104
1.00 × 104 2.21 6.09 × 104
2.00 × 104 4.43 1.22 × 105
3.00 × 104 6.64 1.83 × 105
4.00 × 104 8.85 2.44 × 105
4.88 × 104 10.8 2.97 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 25.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.0476 837
90.0 0.0486 856
100 0.0540 952
200 0.108 1900
300 0.162 2850
400 0.216 3810
500 0.270 4760
600 0.324 5710
700 0.378 6660
800 0.432 7610
900 0.486 8560
1000 0.540 9520
2000 1.08 1.90 × 104
3000 1.62 2.85 × 104
4000 2.16 3.81 × 104
5000 2.70 4.76 × 104
6000 3.24 5.71 × 104
7000 3.78 6.66 × 104
8000 4.32 7.61 × 104
9000 4.86 8.56 × 104
1.00 × 104 5.40 9.52 × 104
2.00 × 104 10.8 1.90 × 105
2.01 × 104 10.8 1.91 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 30.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.0986 1210
90.0 0.101 1230
100 0.112 1370
200 0.224 2740
300 0.336 4110
400 0.448 5480
500 0.560 6850
600 0.672 8220
700 0.784 9590
800 0.896 1.10 × 104
900 1.01 1.23 × 104
1000 1.12 1.37 × 104
2000 2.24 2.74 × 104
3000 3.36 4.11 × 104
4000 4.48 5.48 × 104
5000 5.60 6.85 × 104
6000 6.72 8.22 × 104
7000 7.84 9.59 × 104
8000 8.96 1.10 × 105
9000 10.1 1.23 × 105
9670 10.8 1.33 × 105
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 40.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.312 2140
90.0 0.319 2190
100 0.354 2440
200 0.708 4870
300 1.06 7310
400 1.42 9740
500 1.77 1.22 × 104
600 2.12 1.46 × 104
700 2.48 1.71 × 104
800 2.83 1.95 × 104
900 3.19 2.19 × 104
1000 3.54 2.44 × 104
2000 7.08 4.87 × 104
3000 10.6 7.31 × 104
3060 10.8 7.46 × 104
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 50.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 0.761 3350
90.0 0.778 3430
100 0.865 3810
200 1.73 7610
300 2.59 1.14 × 104
400 3.46 1.52 × 104
500 4.32 1.90 × 104
600 5.19 2.28 × 104
700 6.05 2.66 × 104
800 6.92 3.04 × 104
900 7.78 3.43 × 104
1000 8.65 3.81 × 104
1250 10.8 4.77 × 104
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 60.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 1.58 4820
90.0 1.61 4930
100 1.79 5480
200 3.59 1.10 × 104
300 5.38 1.64 × 104
400 7.17 2.19 × 104
500 8.96 2.74 × 104
600 10.8 3.29 × 104
605 10.8 3.31 × 104
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 70.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 2.92 6560
90.0 2.99 6710
100 3.32 7460
200 6.64 1.49 × 104
300 9.96 2.24 × 104
326 10.8 2.43 × 104
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 80.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 4.99 8570
90.0 5.10 8770
100 5.67 9740
191 10.8 1.86 × 104
Steel I Beam: W10 × 88 (Wide Flange 10 inch tall × 88 lbf/ft)
L = 90.0 ft
P (lbf/ft) w_max (in) stress_max (psi)
88.0 7.99 1.09 × 104
90.0 8.17 1.11 × 104
100 9.08 1.23 × 104
119 10.8 1.47 × 104
Additional Information
Home  About Us  Privacy  Disclaimer  Contact 

Copyright © 2019 eFunda, Inc.