HSS beam_load_tables_brochure - Pirate4x4.Com

HSS Beam Load Tables
Rectangular Structural Steel Tubing
Total Allowable Uniform Load in Kips for Beams with Lateral Support
Fy=46
y
x
y
ERW
x
Nominal Size
5 X 2
Nominal Size
4 X 3
Wall Thickness
Weight Per Foot
3/8 5/16 1/4 3/16 1/8
14.72 12.70 10.51 8.15 5.61
∆
Inches
Wall Thickness
Weight Per Foot
3/8 5/16 1/4 3/16 1/8
14.72 12.70 10.51 8.15 5.61
∆
Inches
Design Wall Thickness
0.349 0.291 0.233 0.174 0.116
Design Wall Thickness
0.349 0.291 0.233 0.174 0.116
Span in Feet
2
3
4
5
6
7
8
9
10
11
42 38 33 26 19 0.03
28 25 22 18 13 0.06
21 19 16 13 9.4 0.10
17 15 13 11 7.5 0.16
15 14 12 9.6 6.8 0.14
14 13 11 8.8 6.3 0.23
13 11 9.9 8.0 5.7 0.21
12 11 9.3 7.5 5.4 0.31
11 9.8 8.5 6.8 4.9 0.28
10 9.5 8.2 6.6 4.7 0.40
9.5 8.6 7.4 6.0 4.3 0.37
9.3 8.4 7.3 5.8 4.2 0.51
8.5 7.6 6.6 5.3 3.8 0.46
8.4 7.6 6.5 5.3 3.8 0.63
7.6 6.9 5.9 4.8 3.4 0.57
7.6 6.9 5.9 4.8 3.4 0.76
6.9 6.3 5.4 4.3 3.1 0.69
Span in Feet
2
3
4
5
6
7
8
9
40 36 31 25 18 0.03
27 24 21 17 12 0.07
20 18 16 12 8.9 0.13
16 14 12 10 7.1 0.20
13 12 10 8.3 5.9 0.28
11 10 8.9 7.1 5.1 0.38
10 9.4 8.1 6.5 4.6 0.35
10 9.0 7.8 6.2 4.5 0.50
9.1 8.2 7.1 5.7 4.0 0.46
8.9 8.0 6.9 5.6 4.0 0.64
8.1 7.3 6.3 5.0 3.6 0.58
WEB SHEAR AND PROPERTY VALUES
V, kips
64 54 43 32 21
S x , In. 3 4.14 3.74 3.23 2.60 1.86
V, kips
51 43 34 26 17
S x , In. 3 3.96 3.57 3.07 2.47 1.76
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .
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