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<strong>HSS</strong> Beam Load Tables<br />
Rectangular Structural Steel Tubing<br />
Total Allowable Uniform Load in Kips for Beams with Lateral Support<br />
Fy=50<br />
y<br />
x<br />
y<br />
ERW<br />
x<br />
Nominal Size<br />
14 X 6<br />
Nominal Size<br />
14 X 4<br />
Wall Thickness<br />
Weight Per Foot<br />
5/8 1/2 3/8 5/16 1/4<br />
∆<br />
3/16<br />
76.33 62.46 47.90 40.35 32.63 Inches 24.73<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
5/8 1/2 3/8 5/16 1/4 3/16<br />
67.82 55.66 42.79 36.10 29.23 22.18<br />
∆<br />
Inches<br />
Design Wall Thickness<br />
0.581 0.465 0.349 0.291 0.233 0.174<br />
Design Wall Thickness<br />
0.581 0.465 0.349 0.291 0.233 0.174<br />
Span in Feet<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
22<br />
24<br />
26<br />
28<br />
30<br />
375 316 249 213 174 0.04 122 0.04<br />
300 253 199 170 139 0.06 97 0.06<br />
250 210 166 142 116 0.09 81 0.08<br />
214 180 142 122 100 0.12 69 0.11<br />
188 158 125 106 87 0.16 61 0.14<br />
167 140 111 95 77 0.20 54 0.18<br />
150 126 100 85 70 0.24 49 0.22<br />
136 115 91 77 63 0.30 44 0.27<br />
125 105 83 71 58 0.35 41 0.32<br />
115 97 77 65 54 0.41 – –<br />
105 88 70 60 49 0.37 37 0.37<br />
107 90 71 61 50 0.48 – –<br />
97 82 65 55 45 0.43 35 0.43<br />
100 84 66 57 46 0.55 – –<br />
91 77 60 52 42 0.50 32 0.50<br />
94 79 62 53 44 0.62 – –<br />
85 72 57 48 40 0.57 30 0.57<br />
88 74 59 50 41 0.70 – –<br />
80 68 53 46 37 0.64 29 0.64<br />
83 70 55 47 39 0.79 – –<br />
76 64 50 43 35 0.72 27 0.72<br />
79 66 52 45 37 0.88 – –<br />
72 60 48 41 33 0.80 26 0.80<br />
75 63 50 43 35 0.98 – –<br />
68 57 45 39 32 0.89 24 0.89<br />
68 57 45 39 32 1.18 – –<br />
62 52 41 35 29 1.07 22 1.07<br />
63 53 42 35 29 1.40 – –<br />
57 48 38 32 26 1.28 20 1.28<br />
58 49 38 33 27 1.65 – –<br />
52 44 35 30 24 1.50 19 1.50<br />
54 45 36 30 25 1.91 – –<br />
49 41 32 28 23 1.74 17 1.74<br />
50 42 33 28 23 2.19 – –<br />
45 38 30 26 21 2.00 16 2.00<br />
Span in Feet<br />
4<br />
5<br />
6<br />
7<br />
8<br />
9<br />
10<br />
11<br />
12<br />
13<br />
14<br />
15<br />
16<br />
17<br />
18<br />
19<br />
20<br />
22<br />
24<br />
26<br />
28<br />
30<br />
293 249 198 170 140 107 0.04<br />
235 199 158 136 112 86 0.06<br />
195 166 132 113 93 72 0.09<br />
168 142 113 97 80 61 0.12<br />
147 125 99 85 70 54 0.16<br />
130 111 88 76 62 48 0.20<br />
118 101 80 69 56 43 0.18<br />
117 100 79 68 56 43 0.24<br />
107 91 72 62 51 39 0.22<br />
107 91 72 62 51 39 0.30<br />
97 82 65 56 46 35 0.27<br />
98 83 66 57 47 36 0.35<br />
89 76 60 52 42 33 0.32<br />
90 77 61 52 43 33 0.41<br />
82 70 55 48 39 30 0.37<br />
84 71 57 49 40 31 0.48<br />
76 65 51 44 36 28 0.43<br />
78 66 53 45 37 29 0.55<br />
71 60 48 41 34 26 0.50<br />
73 62 50 42 35 27 0.62<br />
67 57 45 39 32 24 0.57<br />
69 59 47 40 33 25 0.70<br />
63 53 42 36 30 23 0.64<br />
65 55 44 38 31 24 0.79<br />
59 50 40 34 28 22 0.72<br />
62 52 42 36 29 23 0.88<br />
56 48 38 33 27 21 0.80<br />
59 50 40 34 28 21 0.98<br />
53 45 36 31 25 20 0.89<br />
53 45 36 31 25 20 1.18<br />
48 41 33 28 23 18 1.07<br />
49 42 33 28 23 18 1.40<br />
44 38 30 26 21 16 1.28<br />
45 38 30 26 21 17 1.65<br />
41 35 28 24 20 15 1.50<br />
42 36 28 24 20 15 1.91<br />
38 32 26 22 18 14 1.74<br />
39 33 26 23 19 14 2.19<br />
36 30 24 21 17 13 2.00<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
325 260 195 163 130 97<br />
S x , In. 3 68.2 57.4 45.3 38.7 31.7 24.3<br />
V, kips<br />
325 260 195 163 130 97<br />
S x , In. 3 53.3 45.3 36.0 30.9 25.4 19.5<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
54
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