Unequal Legs/Thickness Angles, Bulb Plates - Hong Leong Asia Ltd Operation Units

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Home>Operation Units>Structural Steel > Unequal Legs/Thickness Angles, Bulb Plates

Unequal Legs, Unequal Thickness Angles
Sale	LegLength				Thickness				Corner Radius				Sectional Area		Weight			Centre of Gravity
Sale	A		B		t₁		t₂		r₁		r₂		cm²	in²	kg/m	kg/ft	lb/ft	C_x		C_y
AxB	mm	in	mm	in	mm	in	mm	in	mm	in	mm	in	cm²	in²	kg/m	kg/ft	lb/ft	cm	in	cm	in
200x90	200	7.874	90	3.543	9	.354	14	.551	14	.551	7	.278	29.66	4.597	23.3	71.0	15.657	6.36	2.504	2.15	.846
250x90	250	9.843	90	3.543	10	.394	15	.591	17	.669	8.5	.335	37.47	5.808	29.4	8.96	19.756	8.61	3.390	1.92	.758
250x90	250	9.843	90	3.543	12	.472	16	.630	17	.669	8.5	.335	42.95	6.657	33.7	10.27	22.645	8.99	3.539	1.89	.744
300x90	300	11.811	90	3.543	11	.433	16	.630	19	.748	9.5	.374	46.22	7.164	36.3	11.06	24.393	11.0	4.331	1.76	.693
300x90	300	11.811	90	3.543	13	.512	17	.669	19	.748	9.5	.374	52.67	8.164	41.3	12.59	27.752	11.3	4.449	1.75	.689
400x100	400	15.748	100	3.937	13	.512	18	.709	24	.945	12	.472	68.59	10.031	53.8	16.40	35.152	15.4	6.063	1.77	.697

Sale	Moment of Inertia								Radius of Gyration								tan	Modulus of Section
Sale	J_x		J_y		Max J_u		Min J_v		i_x		i_y		Max i_u		Min i_u			Z_x		Z_y
AxB	cm⁴	in⁴	cm⁴	in⁴	cm⁴	in⁴	cm⁴	in⁴	cm	in	cm	in	cm	in	cm	in		cm³	in³	cm³	in³
200x90	1210	29.07	200	4.805	1290	30.99	125	3.003	6.39	2.516	2.80	2.518	6.59	2.594	2.05	.807	.283	88.7	5.412	29.2	1.782
250x90	2440	58.62	223	5.358	2520	60.54	147	3.532	8.07	3.177	2.44	3.177	8.20	3.228	1.98	.780	.182	149	9.092	31.5	1.922
250x90	2790	67.03	238	5.718	2870	68.95	160	3.844	8.06	3.173	2.35	3.173	8.17	3.217	1.93	.760	.173	174	10.62	33.5	2.044
300x90	4470	107.4	245	5.886	4540	109.1	169	4.060	9.83	3.870	2.30	3.870	9.91	3.902	1.91	.752	.132	235	14.34	33.8	2.082
300x90	4940	118.7	259	6.222	5020	120.6	181	4.348	9.68	3.811	2.22	3.811	9.76	3.843	1.85	.728	.128	264	16.11	35.7	2.178
400x100	11500	276.3	388	9.322	11600	278.7	277	6.665	12.9	5.079	2.38	5.079	13.0	5.118	2.01	.791	.0994	467	28.50	47.1	2.874

Bulb Plates
Size	Width		Thickness		Bulb Height		Corner Radius				Sectional Area		Weight			Centre of Gravity
Size	A		t		d		r₁		r₂		Sectional Area		Weight			C_x		C_y
Axdxt	mm	in	mm	in	mm	in	mm	in	mm	in	cm²	in²	kg/m	kg/ft	lb/ft	cm	in	cm		in
180x23x9.5	188	7.087	9.5	.374	23	.906	7	.276	2	.079	21.06	3.264	18.5	5.04	11.088	7.49	2.949	0.75		.295
200x26.5x10	200	7.874	10	.394	26.5	1.043	8	.315	2	.079	25.23	3.911	19.8	6.04	13.305	8.15	3.209	0.84		.331
230x30x11	230	9.055	11	.433	30	1.181	9	.354	2	.079	31.98	4.957	25.1	7.65	16.866	9.35	3.673	0.93		.366
250x33x12	250	9.843	12	.472	33	1.299	10	.394	2	.079	38.13	5.910	29.9	9.12	20.092	10.1	3.984	1.03		.406

Size	Moment of Inertia								Radius of Gyration								tan	Modulus of Section
Size	J_x		J_y		Max J_u		Min J_v		i_x		i_y		Max i_u		Min i_u			Z_x		Z_y
Axdxt	cm⁴	in⁴	cm⁴	in⁴	cm⁴	in⁴	cm⁴	in⁴	cm	in	cm	in	cm	in	cm	in		cm³	in³	cm³	in³
180x23x9.5	673	16.17	9.62	.023	678	16.29	5.04	.121	5.65	2.224	.68	.268	5.67	2.232	.49	.193	.0814	64.0	3.905	3.85	.235
200x26.5x10	1000	24.05	15.4	.037	1010	24.22	7.93	.191	6.30	2.472	.78	.307	6.32	2.488	.56	.220	.0839	84.5	5.158	5.158	.333
230x30x11	1680	40.39	24.6	.052	1690	40.67	12.7	.306	7.25	2.854	.88	.348	7.28	2.866	.63	.276	.0819	123	7.518	7.518	.474
250x33x12	2370	56.91	35.8	.086	2390	57.32	18.5	.445	7.88	3.102	.97	.382	7.91	3.114	.70	.348	.0833	159	9.715	9.715	.629