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
14 X 6
Nominal Size
14 X 4
Wall Thickness
Weight Per Foot
5/8 1/2 3/8 5/16 1/4
∆
3/16
76.33 62.46 47.90 40.35 32.63 Inches 24.73
∆
Inches
Wall Thickness
Weight Per Foot
5/8 1/2 3/8 5/16 1/4 3/16
67.82 55.66 42.79 36.10 29.23 22.18
∆
Inches
Design Wall Thickness
0.581 0.465 0.349 0.291 0.233 0.174
Design Wall Thickness
0.581 0.465 0.349 0.291 0.233 0.174
Span in Feet
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
24
26
28
30
32
345 290 229 196 160 0.04 112 0.03
276 232 183 157 128 0.06 89 0.05
230 194 153 131 107 0.08 75 0.07
197 166 131 112 92 0.11 64 0.10
173 145 115 98 80 0.14 56 0.13
153 129 102 87 71 0.18 50 0.17
138 116 92 78 64 0.22 45 0.20
125 106 83 71 58 0.27 41 0.25
115 97 76 65 53 0.32 37 0.29
106 89 71 60 49 0.38 34 0.34
99 83 65 56 46 0.44 – –
90 75 60 51 42 0.40 32 0.40
92 77 61 52 43 0.50 – –
84 70 56 47 39 0.46 30 0.46
86 73 57 49 40 0.57 – –
78 66 52 45 36 0.52 28 0.52
81 68 54 46 38 0.65 – –
74 62 49 42 34 0.59 26 0.59
77 65 51 44 36 0.73 – –
70 59 46 40 32 0.66 25 0.66
73 61 48 41 34 0.81 – –
66 56 44 37 31 0.74 24 0.74
69 58 46 39 32 0.90 – –
63 53 42 36 29 0.82 22 0.82
66 55 44 37 31 0.99 – –
60 50 40 34 28 0.90 21 0.90
63 53 42 36 29 1.09 – –
57 48 38 32 27 0.99 20 0.99
58 48 38 33 27 1.29 – –
52 44 35 30 24 1.17 19 1.17
53 45 35 30 25 1.52 – –
48 41 32 27 22 1.38 17 1.38
49 41 33 28 23 1.76 – –
45 38 30 25 21 1.60 16 1.60
46 39 31 26 21 2.02 – –
42 35 28 24 19 1.84 15 1.84
43 36 29 24 20 2.30 – –
39 33 26 22 18 2.09 14 2.09
Span in Feet
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
22
24
26
28
30
32
270 229 182 156 129 99 0.04
216 183 146 125 103 79 0.06
180 153 121 104 86 66 0.08
154 131 104 89 73 56 0.11
135 115 91 78 64 49 0.14
120 102 81 69 57 44 0.18
109 93 74 63 52 40 0.17
108 92 73 63 51 39 0.22
98 83 66 57 47 36 0.20
98 83 66 57 47 36 0.27
89 76 60 52 42 33 0.25
90 76 61 52 43 33 0.32
82 69 55 47 39 30 0.29
83 71 56 48 40 30 0.38
75 64 51 44 36 28 0.34
77 65 52 45 37 28 0.44
70 60 47 41 33 26 0.40
72 61 49 42 34 26 0.50
65 56 44 38 31 24 0.46
67 57 46 39 32 25 0.57
61 52 41 36 29 22 0.52
63 54 43 37 30 23 0.65
58 49 39 33 27 21 0.59
60 51 40 35 29 22 0.73
54 46 37 32 26 20 0.66
57 48 38 33 27 21 0.81
52 44 35 30 25 19 0.74
54 46 36 31 26 20 0.90
49 42 33 28 23 18 0.82
49 42 33 28 23 18 1.09
45 38 30 26 21 16 0.99
45 38 30 26 21 16 1.29
41 35 28 24 19 15 1.17
41 35 28 24 20 15 1.52
38 32 25 22 18 14 1.38
39 33 26 22 18 14 1.76
35 30 24 20 17 13 1.60
36 31 24 21 17 13 2.02
33 28 22 19 16 12 1.84
34 29 23 20 16 12 2.30
31 26 21 18 15 11 2.09
WEB SHEAR AND PROPERTY VALUES
V, kips
299 240 180 150 120 90
S x , In. 3 68.2 57.4 45.3 38.7 31.7 24.3
V, kips
299 240 180 150 120 90
S x , In. 3 53.3 45.3 36.0 30.9 25.4 19.5
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .
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