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 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 10 193.7 x 10 244.5 x 16 273 x 16 323.9 x 16
S1 (m) P — Design Resistance in kN
1.5 8 25 45 74 127 216 306 426 600 837 1207 1807 2376
2   17 29 56 127 216 306 426 600 837 1207 1807 2376
2.5   13 22 40 98 202 306 426 600 837 1207 1807 2376
3   10 18 31 74 153 306 426 600 837 1207 1807 2376
3.5     15 26 60 122 244 426 600 837 1207 1807 2376
4     13 22 51 102 199 359 600 837 1207 1807 2376
4.5     12 20 44 88 168 300 560 837 1207 1807 2376
5     10 17 39 78 146 258 480 781 1207 1807 2376
5.5       16 35 66 129 226 416 683 1207 1807 2376
6       14 32 55 116 201 367 600 1194 1807 2376
6.5       13 29 47 106 182 328 532 1074 1783 2376
7       11 24 40 97 166 297 478 965 1624 2376
7.5       10 21 35 90 154 272 434 872 1475 2376
8         18 30 82 143 251 398 793 1342 2226
8.5         16 27 72 133 233 368 727 1226 2062
9         14 23 64 125 218 342 670 1126 1908
9.5         12 21 57 118 205 320 623 1041 1767
10         11 18 51 112 194 301 582 968 1640
11         9 15 41 101 175 270 515 849 1429
12           12 34 93 159 245 464 759 1265
                           
S3 (mm) max 50 50 50 75 100 100 100 125 125 175 200 225 250
                           
Minimum assy lengths                      
S2 (mm) min 296 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:

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