ARS6 - 355 Carbon Steel Compression Struts

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)	1.327 x 0.157	1.661 x 0.157	1.902 x 0.197	2.374 x 0.197	2.996 x 0.197	3.5 x 0.197	4.5 x 0.248	5.5 x 0.394	6.626 x 0.394
S1 (ft)	P — Design Resistance in kip
4.921	1.348	4.045	8.765	17.529	35.732	60.678	85.848	95.736	173.493
6.562		2.697	5.843	10.787	27.642	58.655	85.848	95.736	173.493
8.202		2.247	4.270	7.866	18.877	40.002	85.848	95.736	173.493
9.843			3.596	6.068	14.608	29.889	64.498	89.893	173.493
11.483			2.922	5.169	11.911	24.046	49.891	87.196	173.493
13.123			2.697	4.495	10.113	20.226	40.677	73.487	142.930
14.764			2.247	3.820	8.765	17.529	34.609	61.801	117.535
16.404				3.596	7.866	15.057	30.114	53.262	99.107
18.045				3.146	7.191	12.360	26.743	46.744	85.623
19.685				2.697	6.068	10.113	24.271	42.025	75.510

S3 (mm) max	1.969	1.969	1.969	2.953	3.937	3.937	3.937	4.921	4.921

Minimum assy lengths
S2 (mm) min	11.65	13.78	15.51	17.87	21.34	24.17	28.58	32.28	37.48
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