Steel Stockholders and suppliers of structural sections and structural hollow sections

Head Office	Rainham office sales	+44 (0) 1708 558 211	[email protected]
	Bury office sales	+44 (0) 161 796 2889
	Scunthorpe office sales	+44 (0) 172 4273 282
	[email protected]

Bearing Piles

Material to EN 10025-2:2004
Dimensions and properties to BS4-1:2005

Serial Size mm x mm x mm	Mass per metre kg/m	Depth of section D mm	Width of section B mm	Thickness of web t mm	Thickness of flange T mm	Root radius r mm	Depth between fillets d mm	Ratios for local buckling Flange B/2T	Web d/t	Second moment of area Axis X-X cm4	Second moment of area Axis y-y cm4	Radius of gyration Axis X-X cm	Radius of gyration Axis y-y cm	Elastic modulus Axis X-X cm3	Elastic modulus Axis y-y cm3	Plastic modulus Axis X-X cm3	Plastic modulus Axis y-y cm3	Buckling parameter u	Torsional index x	Warping constant H dm6	Torsional constant J cm4	Area of section cm 2	Indicative Pcy* values for S355 steel for Le=3.5m kN
203x203x45	44.9	200.2	205.9	9.5	9.5	10.2	160.8	10.8	16.9	4100	1384	8.46	4.92	410	134	459	206	0.827	18.6	0.126	19.2	57.2	1225
203x203x54	53.9	204	207.7	11.3	11.4	10.2	160.8	9.11	14.2	5027	1705	8.55	4.98	493	164	557	252	0.827	15.8	0.158	32.7	68.7	1490
254x254x63	63	247.1	256.6	10.6	10.7	12.7	200.3	12	18.9	8860	3016	10.5	6.13	717	235	799	360	0.827	20.5	0.421	34.3	80.2	2040
254x254x71	71	249.7	258	12	12	12.7	200.3	10.8	16.7	10071	3439	10.6	6.17	807	267	904	409	0.826	18.4	0.486	48.4	90.4	2310
254x254x85	85.1	254.3	260.4	14.4	14.3	12.7	200.3	9.1	13.9	12284	4215	10.6	6.24	966	324	1092	498	0.825	15.6	0.607	81.8	108	2780
305x305x79	78.9	299.3	306.4	11	11.1	15.2	246.7	13.8	22.4	16444	5326	12.8	7.28	1099	348	1218	531	0.832	23.9	1.11	46.9	100	2735
305x305x88	88	301.7	307.8	12.4	12.3	15.2	246.7	12.5	19.9	18425	5984	12.8	7.31	1221	389	1361	595	0.83	21.6	1.25	64.2	112	3135
305x305x95	94.9	303.7	308.7	13.3	13.3	15.2	246.7	11.6	18.5	20045	6529	12.9	7.35	1320	423	1475	648	0.83	20.2	1.38	80	121	3400
305x305x110	110	307.9	310.7	15.3	15.4	15.2	246.7	10.1	16.1	23563	7709	13	7.42	1531	496	1720	762	0.83	17.7	1.65	122	140	3950
305x305x126	126.1	312.3	312.9	17.5	17.6	15.2	246.7	8.89	14.1	27408	9002	13.1	7.49	1755	575	1986	885	0.829	15.7	1.95	182	161	4450
305x305x149	149.1	318.5	316	20.6	20.7	15.2	246.7	7.63	12	33067	10910	13.2	7.58	2076	691	2370	1065	0.828	13.5	2.42	295	190	5275
305x305x186	186	328.3	320.9	25.5	25.6	15.2	246.7	6.27	9.67	42610	14143	13.4	7.73	2596	881	3003	1366	0.827	11.1	3.24	560	237	6630
305x305x223	222.9	337.9	325.7	30.3	30.4	15.2	246.7	5.36	8.14	52699	17577	13.6	7.87	3119	1079	3653	1680	0.826	9.55	4.15	943	284	8005
356x368x109	108.9	346.4	371	12.8	12.9	15.2	290.2	14.4	22.7	30632	10987	14.9	8.9	1769	592	1956	903	0.823	24.2	3.05	84.6	139	4000
356x368x133	133	352	373.8	15.6	15.7	15.2	290.2	11.9	18.6	37983	13680	15	8.99	2158	732	2406	1118	0.822	20.1	3.87	151	169	5125
356x368x152	152	356.4	376	17.8	17.9	15.2	290.2	10.5	16.3	43972	15877	15.1	9.05	2468	845	2767	1293	0.821	17.8	4.55	223	194	5740
356x368x174	173.9	361.4	378.5	20.3	20.4	15.2	290.2	9.28	14.3	51009	18463	15.2	9.13	2823	976	3186	1497	0.821	15.8	5.37	330	221	6555
Serial Size mm x mm x mm	Mass per metre kg/m	Depth of section D mm	Width of section B mm	Thickness of web t mm	Thickness of flange T mm	Root radius r mm	Depth between fillets d mm	Ratios for local buckling Flange B/2T	Web d/t	Second moment of area Axis X-X cm4	Second moment of area Axis y-y cm4	Radius of gyration Axis X-X cm	Radius of gyration Axis y-y cm	Elastic modulus Axis X-X cm3	Elastic modulus Axis y-y cm3	Plastic modulus Axis X-X cm3	Plastic modulus Axis y-y cm3	Buckling parameter u	Torsional index x	Warping constant H dm6	Torsional constant J cm4	Area of section cm 2	Indicative Pcy* values for S355 steel for Le=3.5m kN

Available Products