ARS6-SS – 316 Stainless 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
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

Suitable for:

Ronstan Tensile Architecture
Top