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
6 X 4
Nominal Size
6 X 3
Wall Thickness
Weight Per Foot
Design Wall Thickness
1/2 3/8 5/16 1/4 3/16 1/8
∆
28.43 22.37 19.08 15.62 11.97 Inches 8.16
0.465 0.349 0.291 0.233 0.174 0.116
∆
Inches
Wall Thickness
Weight Per Foot
Design Wall Thickness
1/2 3/8 5/16 1/4 3/16 1/8
25.03 19.82 16.96 13.91 10.70 7.31
0.465 0.349 0.291 0.233 0.174 0.116
∆
Inches
Span in Feet
2
3
4
5
6
7
8
9
10
11
12
13
14
114 95 84 70 55 0.02 35 0.02
76 64 56 47 37 0.05 23 0.04
57 48 42 35 28 0.08 18 0.08
46 38 33 28 22 0.13 14 0.12
38 32 28 23 18 0.19 12 0.17
33 27 24 20 16 0.26 10 0.23
29 24 21 18 14 0.34 8.8 0.30
25 21 19 16 12 0.42 – –
23 19 17 14 11 0.39 7.8 0.39
23 19 17 14 11 0.52 – –
21 17 15 13 10 0.48 7.0 0.48
21 17 15 13 10 0.63 – –
19 16 14 12 9.1 0.58 6.4 0.58
19 16 14 12 9.2 0.75 – –
17 14 13 11 8.4 0.69 5.8 0.69
18 15 13 11 8.5 0.88 – –
16 13 12 9.9 7.7 0.80 5.4 0.80
16 14 12 10 7.9 1.03 – –
15 12 11 9.1 7.2 0.93 5.0 0.93
Span in Feet
2
3
4
5
6
7
8
9
10
11
12
13
14
90 77 68 57 45 32 0.02
60 51 45 38 30 21 0.05
45 38 34 29 23 16 0.08
36 31 27 23 18 13 0.13
30 26 23 19 15 11 0.19
26 22 19 16 13 9.1 0.26
23 20 18 15 12 8.3 0.23
23 19 17 14 11 7.9 0.34
21 17 15 13 10 7.2 0.30
20 17 15 13 10 7.1 0.42
18 15 14 12 9.1 6.4 0.39
18 15 14 11 9.0 6.4 0.52
16 14 12 10 8.2 5.8 0.48
16 14 12 10 8.2 5.8 0.63
15 13 11 9.5 7.5 5.3 0.58
15 13 11 9.5 7.5 5.3 0.75
14 12 10 8.7 6.9 4.8 0.69
14 12 10 8.8 7.0 4.9 0.88
13 11 9.5 8.0 6.3 4.4 0.80
13 11 9.7 8.2 6.5 4.5 1.03
12 9.9 8.8 7.4 5.9 4.1 0.93
WEB SHEAR AND PROPERTY VALUES
V, kips
103 77 64 51 38 26
S x , In. 3 11.3 9.43 8.27 6.96 5.46 3.81
V, kips
103 77 64 51 38 26
S x , In. 3 8.94 7.57 6.69 5.66 4.47 3.14
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .
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