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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 />
SAW<br />
x<br />
Nominal Size<br />
16 X 12<br />
Nominal Size<br />
14 X 12<br />
Wall Thickness<br />
Weight Per Foot<br />
5/8<br />
106.71<br />
∆<br />
Inches<br />
Wall Thickness<br />
Weight Per Foot<br />
1/2<br />
∆<br />
3/8<br />
81.42 Inches<br />
62.39<br />
∆<br />
Inches<br />
Design Wall Thickness<br />
0.625<br />
Design Wall Thickness<br />
0.500 0.375<br />
Span in Feet<br />
3<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 />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
30<br />
32<br />
34<br />
800 0.02<br />
748 0.03<br />
598 0.05<br />
499 0.08<br />
427 0.10<br />
374 0.14<br />
332 0.17<br />
299 0.21<br />
272 0.26<br />
249 0.31<br />
230 0.36<br />
214 0.42<br />
199 0.48<br />
187 0.55<br />
176 0.62<br />
166 0.69<br />
157 0.77<br />
150 0.85<br />
142 0.94<br />
136 1.03<br />
130 1.13<br />
125 1.23<br />
120 1.33<br />
109 1.21<br />
115 1.44<br />
105 1.31<br />
111 1.56<br />
101 1.41<br />
107 1.67<br />
97 1.52<br />
100 1.92<br />
91 1.75<br />
94 2.18<br />
85 1.99<br />
88 2.47<br />
80 2.24<br />
Span in Feet<br />
3<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 />
21<br />
22<br />
23<br />
24<br />
25<br />
26<br />
27<br />
28<br />
29<br />
30<br />
560 0.02 420 0.02<br />
533 0.04 382 0.04<br />
426 0.06 305 0.06<br />
355 0.09 254 0.08<br />
305 0.12 218 0.11<br />
266 0.16 191 0.14<br />
237 0.20 170 0.18<br />
213 0.24 153 0.22<br />
194 0.30 139 0.27<br />
178 0.35 127 0.32<br />
164 0.41 117 0.37<br />
152 0.48 109 0.43<br />
142 0.55 102 0.50<br />
133 0.62 95 0.57<br />
125 0.70 90 0.64<br />
118 0.79 85 0.72<br />
112 0.88 80 0.80<br />
107 0.98 76 0.89<br />
102 1.08 73 0.98<br />
97 1.18 69 1.07<br />
93 1.29 66 1.17<br />
89 1.40 64 1.28<br />
85 1.52<br />
– –<br />
78 1.39 61 1.39<br />
82 1.65<br />
– –<br />
75 1.50 59 1.50<br />
79 1.78<br />
– –<br />
72 1.62 57 1.62<br />
76 1.91<br />
– –<br />
69 1.74 55 1.74<br />
74 2.05<br />
– –<br />
67 1.86 53 1.86<br />
71 2.19<br />
– –<br />
65 2.00 51 2.00<br />
WEB SHEAR AND PROPERTY VALUES<br />
V, kips<br />
400<br />
S x , In. 3 136<br />
V, kips<br />
280 210<br />
S x , In. 3 96.9 76.3<br />
Loads above heavy horizontal line based upon maximum shear stress, F v , equal to 0.40 F y .<br />
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .<br />
107
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