ARS6 - 355 Carbon Steel Compression Struts

ARS6-CS – 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	350	394	454	542	614	726	820	952	1060	1302	1474	1704
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