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
SAW
x
Nominal Size
24 X 22
Nominal Size
22 X 20
Wall Thickness
Weight Per Foot
5/8
∆
1/2
∆
3/8
183.27 Inches 149.47 Inches 113.43
0.625 0.500 * 0.375 *
∆
Inches
Wall Thickness
Weight Per Foot
5/8
∆
1/2
∆
3/8
166.25 Inches 135.86 Inches 103.22
0.625 0.500 * 0.375 *
∆
Inches
Design Wall Thickness
Design Wall Thickness
Span in Feet
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
32
34
36
38
40
42
44
46
48
50
52
54
56
662 0.02
1100 0.04 883 0.04 638 0.04
1030 0.06 804 0.05 547 0.05
897 0.08 704 0.07 478 0.06
797 0.10 626 0.09 425 0.08
718 0.12 563 0.11 383 0.10
652 0.14 512 0.14 348 0.12
598 0.17 469 0.16 319 0.14
552 0.20 433 0.19 294 0.17
513 0.23 402 0.22 273 0.19
478 0.27 375 0.25 255 0.22
449 0.30 352 0.29 239 0.25
422 0.34 331 0.32 225 0.29
399 0.39 313 0.36 213 0.32
378 0.43 296 0.40 201 0.36
359 0.48 282 0.45 191 0.40
342 0.52 268 0.49 182 0.44
326 0.58 256 0.54 174 0.48
312 0.63 245 0.59 166 0.52
299 0.69 235 0.65 159 0.57
287 0.74 225 0.70 153 0.62
276 0.80 217 0.76 147 0.67
266 0.87 209 0.82 142 0.72
256 0.93 201 0.88 137 0.78
247 1.00 194 0.94 132 0.83
239 1.07 188 1.01 128 0.89
224 1.22 176 1.15 120 1.01
211 1.38 166 1.29 113 1.14
199 1.54 156 1.45 106 1.28
189 1.72 148 1.62 101 1.43
179 1.90 141 1.79 96 1.58
171 2.10 134 1.98 91 1.75
163 2.30 128 2.17 87 1.92
156 2.52 122 2.37 83 2.09
150 2.74 117 2.58 80 2.28
144 2.97 113 2.80 77 2.47
138 3.22 108 3.03 74 2.68
133 3.47 104 3.27 71 2.89
128 3.73 101 3.51 68 3.10
Span in Feet
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
28
30
32
34
36
38
40
42
44
46
48
50
51
1010 0.03 810 0.03 607 0.03
984 0.05 807 0.05 552 0.04
844 0.06 691 0.06 473 0.06
738 0.08 605 0.08 414 0.07
656 0.11 538 0.10 368 0.09
591 0.13 484 0.13 331 0.11
537 0.16 440 0.15 301 0.14
492 0.19 403 0.18 276 0.16
454 0.22 372 0.22 255 0.19
422 0.25 346 0.25 237 0.22
394 0.29 323 0.29 221 0.25
369 0.33 302 0.33 207 0.29
347 0.38 285 0.37 195 0.33
328 0.42 269 0.41 184 0.37
311 0.47 255 0.46 174 0.41
295 0.52 242 0.51 166 0.45
281 0.57 230 0.56 158 0.50
268 0.63 220 0.62 151 0.55
257 0.69 210 0.67 144 0.60
246 0.75 202 0.73 138 0.65
236 0.81 194 0.80 132 0.70
227 0.88 186 0.86 127 0.76
211 1.02 173 1.00 118 0.88
197 1.17 161 1.15 110 1.01
185 1.33 151 1.30 104 1.15
174 1.50 142 1.47 97 1.30
164 1.68 134 1.65 92 1.46
155 1.87 127 1.84 87 1.63
148 2.08 121 2.04 83 1.80
141 2.29 115 2.25 79 1.99
134 2.51 110 2.46 75 2.18
128 2.75 105 2.69 72 2.38
123 2.99 101 2.93 69 2.60
118 3.24 97 3.18 66 2.82
116 3.38 95 3.31 65 2.93
WEB SHEAR AND PROPERTY VALUES
V, kips
552 442 331
S x , In. 3 390 306 ** 208 **
V, kips
506 405 304
S x , In. 3 321 263 ** 180 **
Loads above heavy horizontal line based upon maximum shear stress, F v , equal to 0.40 F y .
Loads in shaded area based upon maximum allowable bending stress, F b , equal to 0.60 F y .
* Slender element section. Width-thickness ratio exceeds AISC “Specification” Section B5.1 limiting value of 238/ Fy.
** Modified value of section modulus calculated in accordance with AISC “Specification” Appendix Section B5.2.b.
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