Equal Angles Dimensions/Properties (Metric)

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Dimensions Properties ...BS 4848-4 :1972 (Superseded by BS EN 10056-1:1999)

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equal angle

M = Mass per m , A= Depth of Section, B= Width of Section,
T = Flange Thickness, A = Area of Section, Z = Section Modulus (Elastic Modulus) = I/y_max x-x & y-y

a x a	T	M	r1	r2	A	C of G	Moment Of Inertia			Radius Of Gyration			Z
a x a	T	M	r1	r2	A	Cx, Cy	X-X, Y-Y	U-U	V-V	X-X, Y-Y	U-U	V-V
mm	mm	kg	mm	mm	cm²	cm	cm⁴	cm⁴	cm⁴	cm	cm	cm	cm³
25 x 25	3	1.11	3,5	2,4	1.42	0.72	0.80	1.26	0.33	0.75	0.94	0.48	0.45
	4	1.45	3,5	2,4	1.85	0.76	1.01	1.60	0.43	0.74	0.93	0.48	0.58
	5	1.77	3,5	2,4	2.26	0.80	1.20	1.87	0.52	0.73	0.91	0.48	0.71
30 x 30	3	1.36	5,0	2,4	1.74	0.84	1.40	2.23	0.58	0.90	1.13	`0.58	0.65
	4	1.78	5,0	2,4	2.27	0.88	1.80	2.85	0.75	0.89	1.12	0.58	0.85
	5	2.18	5,0	2,4	2.78	0.92	2.16	3.41	0.92	0.88	1.11	0.57	1.04
40 x 40	4	2.42	6,0	2,4	3.08	1.12	4.47	7.09	1.85	1.21	1.52	0.78	1.55
	5	2.97	6,0	2,4	3.79	1.16	5.43	8.60	2.26	1.20	1.51	0.77	1.91
	6	3.52	6,0	2,4	4.48	1.20	6.31	9.98	2.65	1.19	1.49	0.77	2.26
45 x 45	4	2.74	7,0	2,4	3.49	1.23	6.43	10.2	2.67	1.36	1.71	0.87	1.97
	5	3.38	7,0	2,4	4.30	1.28	7.84	12.4	3.25	1.35	1.70	0.87	2.43
	6	4.00	7,0	2,4	5.09	1.32	9.16	14.5	3.82	1.34	1.69	0.87	2.88
50 x 50	5	3.77	7,0	2,4	4.80	1.40	11.0	17.4	4.54	1.51	1.90	0.97	3.05
	6	4.47	7,0	2,4	5.69	1.45	12.8	20.4	5.33	1.50	1.89	0.97	3.61
	7	5.82	7,0	2,4	7.41	1.52	16.3	25.7	6.87	1.48	1.86	0.96	4.68
60 x 60	5	4.57	8,0	2,4	5.82	1.64	19.4	30.7	8.02	1.82	2.30	1.17	4.45
	6	5.42	8,0	2,4	6.91	1.69	22.8	36.2	9.43	1.82	2.29	1.17	5.29
	8	7.09	8,0	2,4	9.03	1.77	29.2	46.2	12.1	1.80	2.26	1.16	6..89
	10	8.69	8,0	2,4	11.1	1.85	34.9	55.1	14.8	1.78	2.23	1.16	8.41
70 x 70	6	6.38	9,0	2,4	8.13	1.93	36.9	58.5	15.2	2.13	2.68	1.37	7.27
	8	8.36	9,0	2,4	10.6	2.01	47.5	75.3	19.7	2.11	2.66	1.36	9.52
	10	10.3	9,0	2,4	13.1	2.09	57.2	90.5	23.9	2.09	2.63	1.35	11.7
80 x 80	6	7.34	10,0	4,8	9.35	2.17	55.8	88.5	23.1	2.44	3.08	1.57	9.57
	8	9.63	10,0	4,8	12.3	2.26	72.2	115	29.8	2.43	3.06	1.56	12.6
	10	11.9	10,0	4,8	15.1	2.34	87.5	139	36.3	2.41	3.03	1.55	15.4
90 x 90	6	8.3	11,0	4,8	10.6	2.41	80.3	127	33.3	2.76	3.47	1.78	12.2
	8	10.9	11,0	4,8	13.9	2.50	104	166	43.1	2.74	3.45	1.76	16.1
	10	13.4	11,0	4,8	17.1	2.58	127	201	52.6	2.72	3.42	1.76	19.8
	12	15.9	11,0	4,8	20.3	2.66	148	234	61.7	2.70	3.40	1.75	23.3
100x100	8	12.2	12,0	4,8	15.5	2.74	145	230	59.8	3.06	3.85	1.96	19.9
	12	17.8	12,0	4,8	22.7	2.90	207	328	85.7	3.02	3.80	1.94	29.1
	15	21.9	12,0	4,8	27.9	3.02	249	393	104	2.98	3.75	1.93	35.6
120x120	8	14.7	13,0	4,8	18.7	3.23	255	405	105	3.69	4.65	2.37	29.1
	10	18.2	13,0	4,8	23.2	3.31	313	497	129	3.67	4.63	2.36	36.0
	12	21.6	13,0	4,8	27.5	3.40	368	584	151	3.65	4.60	2.35	42.7
	15	26.6	13,0	4,8	33.9	3.51	445	705	185	3.62	4.56	2.33	52.4
150x150	10	23.0	16,0	4,8	29.3	4.03	624	991	258	4.62	5.82	2.97	56.9
	12	27.3	16,0	4,8	34.8	4.12	737	1170	303	4.60	5.80	2.95	67.7
	15	33.8	16,0	4,8	43.0	4.25	898	1430	370	4.57	5.76	2.93	83.5
	18	40.1	16,0	4,8	51.0	4.37	1050	1670	435	4.54	5.71	2.92	98.7
200x200	16	48.5	18,0	4,8	61.8	5.52	2340	3720	959	6.16	7.76	3.94	162
	18	54.2	18,0	4,8	69.1	5.60	2600	4130	1070	6.13	7.73	3.93	181
	20	59.9	18,0	4,8	76.3	5.68	2850	4530	1170	6.11	7.70	3.92	199
	24	71.1	18,0	4,8	90.6	5.84	3330	5280	1380	6.06	7.64	3.90	235
A x B	T	M	r1	r2	A	C of G	Moment Of Inertia			Radius Of Gyration			Z
A x B	T	M	r1	r2	A	Cx, Cy	X-X, Y-Y	U-U	V-V	X-X, Y-Y	U-U	V-V
mm	mm	kg	mm	mm	cm²	cm	cm⁴	cm⁴	cm⁴	cm	cm	cm	cm³

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