ARS6 – 355 Carbon Steel Compression Struts

 ARS6 – 355 Carbon Steel Compression Struts

 
 
 
 
 
 
 
Carbon Steel – Carbon steel tubes: BS EN10210-1 Grade S355JR
Fork/Bar Sizes M12 M16 M20 M24 M30 M36 M42 M48 M56 M64 M76 M90 M100
CHS Size                           
(Dia. x wt in.) 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 7.626 x 0.394 9.626 x 0.63 10.748 x 0.63 12.752 x 0.63
S1 (ft) P — Design Resistance in kip
4.921 1.798 5.618 10.113 16.630 28.541 48.542 68.768 95.736 134.839 188.101 271.252 406.091 533.963
6.562   3.820 6.517 12.585 28.541 48.542 68.768 95.736 134.839 188.101 271.252 406.091 533.963
8.202   2.922 4.944 8.989 22.024 45.396 68.768 95.736 134.839 188.101 271.252 406.091 533.963
9.843   2.247 4.045 6.967 16.630 34.384 68.768 95.736 134.839 188.101 271.252 406.091 533.963
11.483     3.371 5.843 13.484 27.417 54.835 95.736 134.839 188.101 271.252 406.091 533.963
13.123     2.922 4.944 11.461 22.923 44.722 80.679 134.839 188.101 271.252 406.091 533.963
14.764     2.697 4.495 9.888 19.776 37.755 67.420 125.850 188.101 271.252 406.091 533.963
16.404     2.247 3.820 8.765 17.529 32.811 57.981 107.871 175.516 271.252 406.091 533.963
18.045       3.596 7.866 14.832 28.990 50.789 93.489 153.492 271.252 406.091 533.963
19.685       3.146 7.191 12.360 26.069 45.171 82.477 134.839 268.330 406.091 533.963
21.325       2.922 6.517 10.562 23.822 40.901 73.712 119.557 241.362 400.697 533.963
22.966       2.472 5.394 8.989 21.799 37.306 66.745 107.422 216.866 364.965 533.963
24.606       2.247 4.719 7.866 20.226 34.609 61.127 97.534 195.966 331.480 533.963
26.247         4.045 6.742 18.428 32.137 56.408 89.443 178.213 301.590 500.254
27.887         3.596 6.068 16.181 29.889 52.363 82.701 163.380 275.522 463.398
29.528         3.146 5.169 14.383 28.092 48.992 76.858 150.571 253.048 428.789
31.168         2.697 4.719 12.810 26.518 46.070 71.914 140.008 233.946 397.102
32.808         2.472 4.045 11.461 25.170 43.598 67.644 130.794 217.541 368.561
36.089         2.023 3.371 9.214 22.698 39.328 60.678 115.737 190.798 321.142
39.370           12 7.641 20.900 35.732 55.059 104.276 170.572 284.286
                           
S3 (in.) max 1.969 1.969 1.969 2.953 3.937 3.937 3.937 4.921 4.921 6.890 7.874 8.858 9.843
                           
Minimum assy lengths                      
S2 (in.) min 11.65 13.78 15.51 17.87 21.34 24.17 28.58 32.28 37.48 41.73 51.26 58.03 67.09
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
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