bending about any axis
Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*S = Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250 or First Yield.
3. Red shading indicates serviceability loads governed by yielding.
4. This product is also compliant with AS 1074 – Steel tubes and tubulars for ordinary service. Refer to the ATM Product Manual for details on AS 1074 sections.
Designation Mass per m
W*S (kN) Span of Beam (L) in metres
do t
mm mm kg/m 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0 7.0 8.0 9.0
165.1 x 5.4 CHS 21.3 419 209 140 105 83.8 59.0 43.4 33.2 26.2 21.3 14.8 10.8 8.30 6.56
5.0 CHS 19.7 391 195 130 97.7 78.2 55.1 40.5 31.0 24.5 19.8 13.8 10.1 7.74 6.12
139.7 x 5.4 CHS 17.9 295 147 98.2 73.7 50.6 35.1 25.8 19.8 15.6 12.6 8.78 6.45 4.94 3.90
5.0 CHS 16.6 275 138 91.7 68.8 47.2 32.8 24.1 18.5 14.6 11.8 8.20 6.03 4.61 3.64
114.3 x 5.4 CHS 14.5 192 96.1 64.1 42.2 27.0 18.7 13.8 10.5 8.33 6.75 4.69 3.44 2.64 2.08
4.5 CHS 12.2 164 82.0 54.7 36.0 23.0 16.0 11.8 9.00 7.11 5.76 4.00 2.94 2.25 1.78
101.6 x 5.0 CHS 11.9 140 69.9 46.6 27.3 17.4 12.1 8.90 6.81 5.38 4.36 3.03 2.23 1.70 1.35
4.0 CHS 9.63 115 57.6 38.4 22.5 14.4 9.99 7.34 5.62 4.44 3.60 2.50 1.83 1.40 1.11
88.9 x 5.9 CHS 12.1 120 59.9 36.4 20.5 13.1 9.09 6.68 5.11 4.04 3.27 2.27 1.67 1.28 1.01
5.0 CHS 10.3 105 52.4 31.8 17.9 11.4 7.94 5.84 4.47 3.53 2.86 1.99 1.46 1.12 0.883
4.0 CHS 8.38 86.7 43.3 26.3 14.8 9.47 6.58 4.83 3.70 2.92 2.37 1.64 1.21 0.925 0.731
76.1 x 5.9 CHS 10.2 84.9 42.4 22.0 12.4 7.94 5.51 4.05 3.10 2.45 1.98 1.38 1.01 0.775 0.612
4.5 CHS 7.95 68.5 34.2 17.8 10.0 6.40 4.45 3.27 2.50 1.98 1.60 1.11 0.817 0.625 0.494
3.6 CHS 6.44 56.8 28.4 14.7 8.30 5.31 3.69 2.71 2.07 1.64 1.33 0.922 0.677 0.518 0.410
60.3 x 5.4 CHS 7.31 47.0 21.8 9.67 5.44 3.48 2.42 1.78 1.36 1.07 0.871 0.605 0.444 0.340 0.269
4.5 CHS 6.19 41.0 19.0 8.44 4.75 3.04 2.11 1.55 1.19 0.938 0.759 0.527 0.387 0.297 0.234
3.6 CHS 5.03 34.3 15.9 7.07 3.97 2.54 1.77 1.30 0.994 0.785 0.636 0.442 0.324 0.248 0.196
48.3 x 4.0 CHS 4.37 22.8 8.46 3.76 2.11 1.35 0.940 0.691 0.529 0.418 0.338 0.235 0.173 0.132 0.104
3.2 CHS 3.56 19.2 7.12 3.16 1.78 1.14 0.791 0.581 0.445 0.352 0.285 0.198 0.145 0.111 0.0879
42.4 x 4.0 CHS 3.79 17.0 5.52 2.46 1.38 0.884 0.614 0.451 0.345 0.273 0.221 0.153 0.113 0.0863 0.0682 3.2 CHS 3.09 14.4 4.68 2.08 1.17 0.749 0.520 0.382 0.293 0.231 0.187 0.130 0.0955 0.0732 0.0578 33.7 x 4.0 CHS 2.93 9.95 2.57 1.14 0.644 0.412 0.286 0.210 0.161 0.127 0.103 0.0715 0.0525 0.0402 0.0318 3.2 CHS 2.41 8.56 2.21 0.984 0.554 0.354 0.246 0.181 0.138 0.109 0.0886 0.0615 0.0452 0.0346 0.0273 26.9 x 4.0 CHS 2.26 4.78 1.19 0.531 0.299 0.191 0.133 0.0975 0.0746 0.0590 0.0478 0.0332 0.0244
3.2 CHS 1.87 4.19 1.05 0.465 0.262 0.167 0.116 0.0854 0.0654 0.0517 0.0419 0.0291 0.0214 2.6 CHS 1.56 3.64 0.910 0.405 0.228 0.146 0.101 0.0743 0.0569 0.0450 0.0364 0.0253
L
Australian Tube Mills A.B.N. 21 123 666 679. PO Box 246 Sunnybank, Queensland 4109 Australia Telephone +61 7 3909 6600 Facsimile +61 7 3909 6660 E-mail info@austubemills.com Internet www.austubemills.com
1 CHS
C350L0 2
Finish 3
Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*L1 = Maximum Design Load based on Design Moment Capacity.
3. W*L2 = Maximum Design Load based on Design Shear Capacity.
4. Maximum Design Load W*L is LESSER of W*L1 and W*L2. Designation Mass
per m
W*L1 (kN)
Span of Beam (L) in metres W*L2
do t
mm mm kg/m 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0 kN
508.0 x 12.7 CHS 155 7700 3850 2570 1920 1540 1280 1100 962 855 770 700 641 592 550 4480
9.5 CHS 117 5470 2730 1820 1370 1090 911 781 683 607 547 497 455 420 390 3370
6.4 CHS 79.2 3260 1630 1090 816 653 544 466 408 363 326 297 272 251 233 2290
457.0 x 12.7 CHS 139 6310 3160 2100 1580 1260 1050 902 789 701 631 574 526 485 451 4020
9.5 CHS 105 4520 2260 1510 1130 904 753 646 565 502 452 411 377 348 323 3030
6.4 CHS 71.1 2750 1370 916 687 550 458 393 343 305 275 250 229 211 196 2050
406.4 x 12.7 CHS 123 4960 2480 1650 1240 992 827 709 620 551 496 451 414 382 354 3560
9.5 CHS 93.0 3650 1820 1220 912 730 608 521 456 405 365 332 304 281 261 2690
6.4 CHS 63.1 2260 1130 752 564 451 376 322 282 251 226 205 188 173 161 1820
355.6 x 12.7 CHS 107 3760 1880 1250 941 753 627 538 471 418 376 342 314 290 269 3100
9.5 CHS 81.1 2850 1420 948 711 569 474 406 356 316 285 259 237 219 203 2340
6.4 CHS 55.1 1790 894 596 447 358 298 255 224 199 179 163 149 138 128 1590
323.9 x 12.7 CHS 97.5 3100 1550 1030 775 620 517 443 388 345 310 282 258 239 222 2820
9.5 CHS 73.7 2370 1180 789 592 473 395 338 296 263 237 215 197 182 169 2130
6.4 CHS 50.1 1510 757 505 379 303 252 216 189 168 151 138 126 117 108 1450
273.1 x 12.7 CHS 81.6 2170 1090 724 543 434 362 310 271 241 217 197 181 167 155 2360
9.3 CHS 60.5 1630 816 544 408 326 272 233 204 181 163 148 136 126 117 1750
6.4 CHS 42.1 1110 555 370 278 222 185 159 139 123 111 101 92.5 85.4 79.3 1220
4.8 CHS 31.8 787 393 262 197 157 131 112 98.3 87.4 78.7 71.5 65.6 60.5 56.2 918
219.1 x 8.2 CHS 42.6 920 460 307 230 184 153 131 115 102 92.0 83.6 76.6 70.7 65.7 1230
6.4 CHS 33.6 730 365 243 182 146 122 104 91.2 81.1 73.0 66.4 60.8 56.1 52.1 970
4.8 CHS 25.4 530 265 177 133 106 88.3 75.7 66.3 58.9 53.0 48.2 44.2 40.8 37.9 733
168.3 x 7.1 CHS 28.2 465 233 155 116 93.0 77.5 66.5 58.2 51.7 46.5 42.3 38.8 35.8 33.2 815
6.4 CHS 25.6 423 211 141 106 84.6 70.5 60.4 52.9 47.0 42.3 38.5 35.2 32.5 30.2 738
4.8 CHS 19.4 323 162 108 80.9 64.7 53.9 46.2 40.4 35.9 32.3 29.4 27.0 24.9 23.1 559
L
TABLE 5 . 1 - 2 ( 1 )(A)
Circular Hollow Sections AS/ NZS 1163 Grade C 350 L 0
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS
FOR SIMPLY SUPPORTED BEAMS WITH FULL LATERAL RESTRAINT
bending about any axis
Australian Tube Mills A.B.N. 21 123 666 679. PO Box 246 Sunnybank, Queensland 4109 Australia Telephone +61 7 3909 6600 Facsimile +61 7 3909 6660 E-mail info@austubemills.com Internet www.austubemills.com Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*S = Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250 or First Yield.
3. Red shading indicates serviceability loads governed by yielding.
Designation Mass per m
W*S (kN) Span of Beam (L) in metres
do t
mm mm kg/m 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 13.0 14.0
508.0 x 12.7 CHS 155 6680 3340 2230 1670 1340 1030 760 582 460 373 308 259 220 190
9.5 CHS 117 5100 2550 1700 1270 1020 789 580 444 351 284 235 197 168 145
6.4 CHS 79.2 3500 1750 1170 874 699 541 398 305 241 195 161 135 115 99.4
457.0 x 12.7 CHS 139 5360 2680 1790 1340 1070 747 549 420 332 269 222 187 159 137
9.5 CHS 105 4100 2050 1370 1020 820 571 419 321 254 205 170 143 122 105
6.4 CHS 71.1 2820 1410 939 705 564 393 288 221 174 141 117 98.1 83.6 72.1
406.4 x 12.7 CHS 123 4200 2100 1400 1050 749 520 382 292 231 187 155 130 111 95.5
9.5 CHS 93.0 3220 1610 1070 804 574 398 293 224 177 143 119 99.6 84.8 73.2
6.4 CHS 63.1 2220 1110 739 554 395 275 202 154 122 98.9 81.7 68.6 58.5 50.4
355.6 x 12.7 CHS 107 3170 1590 1060 773 495 344 252 193 153 124 102 85.9 73.2 63.1
9.5 CHS 81.1 2440 1220 812 594 380 264 194 149 117 95.1 78.6 66.0 56.3 48.5
6.4 CHS 55.1 1690 843 562 411 263 183 134 103 81.2 65.8 54.4 45.7 38.9 33.6
323.9 x 12.7 CHS 97.5 2600 1300 868 578 370 257 189 145 114 92.5 76.4 64.2 54.7 47.2
9.5 CHS 73.7 2010 1000 669 446 285 198 146 111 88.0 71.3 58.9 49.5 42.2 36.4
6.4 CHS 50.1 1390 696 464 309 198 137 101 77.3 61.0 49.4 40.9 34.3 29.3 25.2
273.1 x 12.7 CHS 81.6 1810 905 603 339 217 151 111 84.7 67.0 54.2 44.8 37.7 32.1 27.7
9.3 CHS 60.5 1380 688 458 258 165 115 84.2 64.4 50.9 41.2 34.1 28.6 24.4 21.0
6.4 CHS 42.1 978 489 326 183 117 81.4 59.8 45.8 36.2 29.3 24.2 20.4 17.3 15.0
4.8 CHS 31.8 747 373 249 140 89.5 62.2 45.7 35.0 27.6 22.4 18.5 15.5 13.2 11.4
219.1 x 8.2 CHS 42.6 773 387 207 116 74.3 51.6 37.9 29.0 22.9 18.6 15.4 12.9 11.0 9.48
6.4 CHS 33.6 619 309 165 93.0 59.5 41.3 30.4 23.2 18.4 14.9 12.3 10.3 8.80 7.59
4.8 CHS 25.4 474 237 127 71.3 45.6 31.7 23.3 17.8 14.1 11.4 9.42 7.92 6.75 5.82
168.3 x 7.1 CHS 28.2 389 180 79.9 44.9 28.8 20.0 14.7 11.2 8.88 7.19 5.94 4.99 4.25 3.67
6.4 CHS 25.6 355 164 72.9 41.0 26.3 18.2 13.4 10.3 8.10 6.56 5.42 4.56 3.88 3.35
4.8 CHS 19.4 274 127 56.3 31.7 20.3 14.1 10.3 7.92 6.25 5.07 4.19 3.52 3.00 2.58
1 CHS
C350L0 2
Finish 3
L
TABLE 5 . 1 - 2 ( 1 )(B)
Circular Hollow Sections AS/ NZS 1163 Grade C 350 L 0
SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS FOR SIMPLY SUPPORTED BEAMS
bending about any axis
Australian Tube Mills A.B.N. 21 123 666 679. PO Box 246 Sunnybank, Queensland 4109 Australia Telephone +61 7 3909 6600 Facsimile +61 7 3909 6660 E-mail info@austubemills.com Internet www.austubemills.com Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*L1 = Maximum Design Load based on Design Moment Capacity.
3. W*L2 = Maximum Design Load based on Design Shear Capacity.
4. Maximum Design Load W*L is LESSER of W*L1 and W*L2. Designation Mass
per m
W*L1 (kN)
Span of Beam (L) in metres W*L2
do t
mm mm kg/m 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0 7..0 8.0 9.0 kN
165.1 x 3.5 CHS 13.9 436 218 145 109 87.3 72.7 62.3 54.5 48.5 43.6 36.4 31.2 27.3 24.2 403
3.0 CHS 12.0 362 181 121 90.6 72.4 60.4 51.7 45.3 40.2 36.2 30.2 25.9 22.6 20.1 346
139.7 x 3.5 CHS 11.8 321 160 107 80.2 64.2 53.5 45.8 40.1 35.7 32.1 26.7 22.9 20.1 17.8 340
3.0 CHS 10.1 268 134 89.5 67.1 53.7 44.7 38.3 33.6 29.8 26.8 22.4 19.2 16.8 14.9 292
114.3 x 3.6 CHS 9.83 222 111 74.1 55.6 44.5 37.1 31.8 27.8 24.7 22.2 18.5 15.9 13.9 12.4 284
3.2 CHS 8.77 199 99.6 66.4 49.8 39.8 33.2 28.4 24.9 22.1 19.9 16.6 14.2 12.4 11.1 253
101.6 x 3.2 CHS 7.77 156 78.1 52.1 39.1 31.2 26.0 22.3 19.5 17.4 15.6 13.0 11.2 9.76 8.68 224
2.6 CHS 6.35 126 63.2 42.1 31.6 25.3 21.1 18.1 15.8 14.0 12.6 10.5 9.03 7.90 7.02 183
88.9 x 3.2 CHS 6.76 119 59.3 39.5 29.6 23.7 19.8 16.9 14.8 13.2 11.9 9.88 8.46 7.41 6.58 195
2.6 CHS 5.53 97.6 48.8 32.5 24.4 19.5 16.3 13.9 12.2 10.8 9.76 8.14 6.97 6.10 5.42 160
76.1 x 3.2 CHS 5.75 85.8 42.9 28.6 21.4 17.2 14.3 12.3 10.7 9.53 8.58 7.15 6.13 5.36 4.76 166
2.3 CHS 4.19 63.2 31.6 21.1 15.8 12.6 10.5 9.02 7.89 7.02 6.32 5.26 4.51 3.95 3.51 121
60.3 x 2.9 CHS 4.11 48.2 24.1 16.1 12.0 9.64 8.03 6.89 6.02 5.36 4.82 4.02 3.44 3.01 2.68 119
2.3 CHS 3.29 39.0 19.5 13.0 9.75 7.80 6.50 5.57 4.88 4.34 3.90 3.25 2.79 2.44 2.17 95.0
48.3 x 2.9 CHS 3.25 30.2 15.1 10.1 7.54 6.03 5.03 4.31 3.77 3.35 3.02 2.51 2.15 1.89 1.68 93.8
2.3 CHS 2.61 24.5 12.3 8.18 6.14 4.91 4.09 3.51 3.07 2.73 2.45 2.05 1.75 1.53 1.36 75.4
42.4 x 2.6 CHS 2.55 20.8 10.4 6.93 5.20 4.16 3.46 2.97 2.60 2.31 2.08 1.73 1.48 1.30 1.15 73.7
2.0 CHS 1.99 16.5 8.23 5.49 4.12 3.29 2.74 2.35 2.06 1.83 1.65 1.37 1.18 1.03 0.915 57.6
33.7 x 2.6 CHS 1.99 12.7 6.35 4.23 3.18 2.54 2.12 1.81 1.59 1.41 1.27 1.06 0.907 0.794 0.706 57.6
2.0 CHS 1.56 10.1 5.07 3.38 2.54 2.03 1.69 1.45 1.27 1.13 1.01 0.845 0.724 0.634 0.563 45.2
26.9 x 2.3 CHS 1.40 7.04 3.52 2.35 1.76 1.41 1.17 1.01 0.879 0.782 0.704 0.586 0.503 0.440 0.391 40.3 2.0 CHS 1.23 6.26 3.13 2.09 1.57 1.25 1.04 0.895 0.783 0.696 0.626 0.522 0.447 0.391 0.348 35.5
1 CHS
C350L0 2
Finish 3
L
TABLE 5 . 1 - 2 ( 2 )(A)
Circular Hollow Sections AS/ NZS 1163 Grade C 350 L 0
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS
FOR SIMPLY SUPPORTED BEAMS WITH FULL LATERAL RESTRAINT
bending about any axis
Australian Tube Mills A.B.N. 21 123 666 679. PO Box 246 Sunnybank, Queensland 4109 Australia Telephone +61 7 3909 6600 Facsimile +61 7 3909 6660 E-mail info@austubemills.com Internet www.austubemills.com Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*S = Maximum Serviceability Design Load based on Deflection Limit of SPAN / 250 or First Yield.
3. Red shading indicates serviceability loads governed by yielding.
Designation Mass per m
W*S (kN) Span of Beam (L) in metres
do t
mm mm kg/m 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 6.0 7.0 8.0 9.0
165.1 x 3.5 CHS 13.9 394 197 131 89.1 57.0 39.6 29.1 22.3 17.6 14.3 9.90 7.28 5.57 4.40
3.0 CHS 12.0 341 170 114 77.1 49.3 34.3 25.2 19.3 15.2 12.3 8.57 6.29 4.82 3.81
139.7 x 3.5 CHS 11.8 279 139 92.9 53.4 34.2 23.7 17.4 13.3 10.5 8.54 5.93 4.36 3.34 2.64
3.0 CHS 10.1 241 121 80.5 46.2 29.6 20.6 15.1 11.6 9.14 7.40 5.14 3.78 2.89 2.28
114.3 x 3.6 CHS 9.83 188 94.1 52.4 29.5 18.9 13.1 9.63 7.37 5.82 4.72 3.28 2.41 1.84 1.46
3.2 CHS 8.77 169 84.5 47.1 26.5 17.0 11.8 8.65 6.62 5.23 4.24 2.94 2.16 1.66 1.31
101.6 x 3.2 CHS 7.77 132 66.1 32.7 18.4 11.8 8.18 6.01 4.60 3.64 2.95 2.05 1.50 1.15 0.909
2.6 CHS 6.35 109 54.6 27.1 15.2 9.75 6.77 4.97 3.81 3.01 2.44 1.69 1.24 0.952 0.752
88.9 x 3.2 CHS 6.76 99.8 48.7 21.6 12.2 7.79 5.41 3.97 3.04 2.40 1.95 1.35 0.993 0.760 0.601
2.6 CHS 5.53 82.8 40.4 17.9 10.1 6.46 4.48 3.29 2.52 1.99 1.61 1.12 0.824 0.631 0.498
76.1 x 3.2 CHS 5.75 71.8 30.0 13.3 7.49 4.80 3.33 2.45 1.87 1.48 1.20 0.832 0.612 0.468 0.370
2.3 CHS 4.19 53.5 22.3 9.92 5.58 3.57 2.48 1.82 1.40 1.10 0.893 0.620 0.456 0.349 0.276
60.3 x 2.9 CHS 4.11 40.1 13.3 5.90 3.32 2.12 1.47 1.08 0.829 0.655 0.531 0.369 0.271 0.207 0.164
2.3 CHS 3.29 32.8 10.8 4.82 2.71 1.74 1.20 0.885 0.678 0.536 0.434 0.301 0.221 0.169 0.134
48.3 x 2.9 CHS 3.25 24.8 6.57 2.92 1.64 1.05 0.730 0.537 0.411 0.325 0.263 0.183 0.134 0.103 0.0812
2.3 CHS 2.61 20.4 5.41 2.41 1.35 0.866 0.602 0.442 0.338 0.267 0.217 0.150 0.111 0.0846 0.0669 42.4 x 2.6 CHS 2.55 15.9 3.97 1.77 0.993 0.635 0.441 0.324 0.248 0.196 0.159 0.110 0.0811 0.0621 0.0490 2.0 CHS 1.99 12.8 3.19 1.42 0.797 0.510 0.354 0.260 0.199 0.158 0.128 0.0886 0.0651 0.0498 0.0394 33.7 x 2.6 CHS 1.99 7.60 1.90 0.845 0.475 0.304 0.211 0.155 0.119 0.0938 0.0760 0.0528 0.0388 0.0297 0.0235
2.0 CHS 1.56 6.17 1.54 0.686 0.386 0.247 0.171 0.126 0.0965 0.0762 0.0617 0.0429 0.0315 0.0241 26.9 x 2.3 CHS 1.40 3.33 0.833 0.370 0.208 0.133 0.0926 0.0680 0.0521 0.0412 0.0333 0.0231
2.0 CHS 1.23 3.00 0.750 0.333 0.187 0.120 0.0833 0.0612 0.0469 0.0370 0.0300 0.0208
1 CHS
C350L0 2
Finish 3
L
TABLE 5 . 1 - 2 ( 2 )(B)
Circular Hollow Sections AS/ NZS 1163 Grade C 350 L 0
SERVICEABILITY LIMIT STATE MAXIMUM DESIGN LOADS FOR SIMPLY SUPPORTED BEAMS
bending about any axis
Australian Tube Mills A.B.N. 21 123 666 679. PO Box 246 Sunnybank, Queensland 4109 Australia Telephone +61 7 3909 6600 Facsimile +61 7 3909 6660 E-mail info@austubemills.com Internet www.austubemills.com Notes:
1. REFER to the Australian Tube Mills PRODUCT AVAILABILITY GUIDE (PAG) for information on the availability of listed sections and associated finishes. The PAG can be found at www.austubemills.com.
2. W*L1 = Maximum Design Load based on Design Moment Capacity.
3. W*L2 = Maximum Design Load based on Design Shear Capacity.
4. Maximum Design Load WL is LESSER of W*L1 and W*L2. 5. FLR – segment length for Full Lateral Restraint
(Clause 5.3.2.4 of AS 4100) based on transverse load case with `m = -0.8.
Designation Mass
per m
W*L1 (kN)
Span of Beam (L) in metres W*L2 FLR
d b t
mm mm mm kg/m 0.50 0.75 1.00 1.25 1.50 1.75 2.00 2.50 3.00 3.50 4.00 4.50 5.00 6.00 kN m
75 x 25 x 2.5 RHS 3.60 50.7 33.8 25.4 20.3 16.9 14.5 12.7 10.1 8.45 7.24 6.34 5.63 5.07 4.23 123 1.47 2.0 RHS 2.93 41.9 27.9 20.9 16.8 14.0 12.0 10.5 8.38 6.98 5.98 5.23 4.65 4.19 3.49 99.9 1.50 1.6 RHS 2.38 34.3 22.9 17.2 13.7 11.4 9.81 8.59 6.87 5.72 4.91 4.29 3.82 3.43 2.86 80.8 1.53 65 x 35 x 4.0 RHS 5.35 66.9 44.6 33.5 26.8 22.3 19.1 16.7 13.4 11.2 9.56 8.37 7.44 6.69 5.58 165 3.10 3.0 RHS 4.25 55.4 36.9 27.7 22.2 18.5 15.8 13.8 11.1 9.23 7.91 6.92 6.16 5.54 4.62 128 3.23 2.5 RHS 3.60 47.6 31.8 23.8 19.1 15.9 13.6 11.9 9.53 7.94 6.81 5.96 5.29 4.76 3.97 108 3.28 2.0 RHS 2.93 39.3 26.2 19.7 15.7 13.1 11.2 9.83 7.86 6.55 5.62 4.91 4.37 3.93 3.28 88.2 3.33 50 x 25 x 3.0 RHS 3.07 29.5 19.7 14.8 11.8 9.85 8.44 7.39 5.91 4.92 4.22 3.69 3.28 2.95 2.46 95.0 2.08 2.5 RHS 2.62 25.7 17.2 12.9 10.3 8.58 7.35 6.43 5.15 4.29 3.68 3.22 2.86 2.57 2.14 81.0 2.12 2.0 RHS 2.15 21.5 14.3 10.7 8.59 7.16 6.14 5.37 4.30 3.58 3.07 2.69 2.39 2.15 1.79 66.2 2.17 1.6 RHS 1.75 17.8 11.8 8.88 7.11 5.92 5.08 4.44 3.55 2.96 2.54 2.22 1.97 1.78 1.48 53.9 2.21 50 x 20 x 3.0 RHS 2.83 26.0 17.3 13.0 10.4 8.66 7.43 6.50 5.20 4.33 3.71 3.25 2.89 2.60 2.17 93.8 1.31 2.5 RHS 2.42 22.7 15.2 11.4 9.10 7.58 6.50 5.68 4.55 3.79 3.25 2.84 2.53 2.27 1.89 80.0 1.35 2.0 RHS 1.99 19.1 12.7 9.53 7.63 6.35 5.45 4.77 3.81 3.18 2.72 2.38 2.12 1.91 1.59 65.4 1.39 1.6 RHS 1.63 15.8 10.5 7.91 6.33 5.27 4.52 3.95 3.16 2.64 2.26 1.98 1.76 1.58 1.32 53.2 1.42
TABLE 5 . 1 - 3 (A)
Rectangular Hollow Sections AS/ NZS 1163 Grade C 350 L 0
STRENGTH LIMIT STATE MAXIMUM DESIGN LOADS
FOR SIMPLY SUPPORTED BEAMS WITH FULL LATERAL RESTRAINT
bending about x-axis x x
1 RHS
C350L0 2
Finish 3
L
ADDITIONAL NOTES: