ARS6-SS – 316 Stainless Steel Compression Struts

Stainless Steel – Stainless steel G316 tubes: BS EN10296-1
Fork/Bar Sizes | M12 | M16 | M20 | M24 | M30 | M36 | M42 | M48 | M56 | ||||
CHS Size | |||||||||||||
(Dia. x t mm) | 33.7 x 4 | 42.4 x 4 | 48.3 x 5 | 60.3 x 5 | 76.1 x 5 | 88.9 x 5 | 114.3 x 6.3 | 139.7 x 10 | 168.3 x 10 | ||||
S1 (m) | P — Design Resistance in kN | ||||||||||||
1.5 | 6 | 18 | 39 | 78 | 159 | 270 | 382 | 426 | 772 | ||||
2 | 12 | 26 | 48 | 123 | 261 | 382 | 426 | 772 | |||||
2.5 | 10 | 19 | 35 | 84 | 178 | 382 | 426 | 772 | |||||
3 | 16 | 27 | 65 | 133 | 287 | 400 | 772 | ||||||
3.5 | 13 | 23 | 53 | 107 | 222 | 388 | 772 | ||||||
4 | 12 | 20 | 45 | 90 | 181 | 327 | 636 | ||||||
4.5 | 10 | 17 | 39 | 78 | 154 | 275 | 523 | ||||||
5 | 16 | 35 | 67 | 134 | 237 | 441 | |||||||
5.5 | 14 | 32 | 55 | 119 | 208 | 381 | |||||||
6 | 12 | 27 | 45 | 108 | 187 | 336 | |||||||
S3 (mm) max | 50 | 50 | 50 | 75 | 100 | 100 | 100 | 125 | 125 | ||||
Minimum assy lengths | |||||||||||||
S2 (mm) min | 296 | 350 | 394 | 454 | 542 | 614 | 726 | 820 | 952 | ||||
The data supplied is appropriate for inclusion in the relevent design calculations |
Partial factors
The allowable loads refer to the minimum design resistance in KN, calculated using the UK National Annex, material and Load Factors.
Partial factors for design of building members/sections EN1993-1-1 | ||||||||
YM0 | YM1 | YM2 | YM3 | YM4 | YM5 | YM6 | YM7 | |
1 | 1 | 1.1 | 1.25 | 1.1 | 1 | 1 | 1 | |
Partial factors for design of building connections/joints EN1993-1-8 | ||||||||
YM0 | YM1 | YM2 | YM3 | YM4 | YM5 | YM6 | YM6,ser | YM7 |
1 | 1 | 1.25 | 1.25 | 1.1 | 1 | 1 | 1 | 1.1 |