I-BEAM | 2S Metal PCL

Standard Sectional Dimension (mm)					Sectional Area	Weight	Moment of Inertia (cm⁴)		Radius of Gyration (cm)		Modulus of Section (cm³)
HxB	t₁	t₂	r₁	r₂	cm²	kg/m	I_x	I_y	i_x	i_y	Z_x	Z_y
150×75	5.5	9.5	9	4.5	21.83	17.1	819	57.5	6.12	1.62	109	15.3
200×100	7	10	10	5	33.06	26	2,170	138	8.11	2.05	217	27.7
200×150	9	16	15	7.5	64.16	50.4	4,460	753	8.34	3.43	446	100
250×125	7.5	12.5	12	6	48.79	38.3	5,180	337	10.3	2.63	414	53.9
	10	19	21	10.5	70.73	55.5	7,310	538	10.2	2.76	585	86
300×150	8	13	12	6	61.58	48.3	9,480	588	12.4	3.09	632	78.4
	10	18.5	19	9.5	83.47	65.5	12,700	886	12.3	3.26	849	118
	11.5	22	23	11.5	97.88	76.8	14,700	1,080	12.2	3.32	978	143
350×150	9	15	13	6.5	74.58	58.5	15,200	702	14.3	3.07	870	93.5
	12	24	25	12.5	111.1	87.2	22,400	1,180	14.2	3.26	1,280	158
400×150	10	18	17	8.5	91.73	72	24,100	864	16.2	3.07	1,200	115
	12.5	25	27	13.5	122.1	95.8	31,700	1,240	16.1	3.18	1,580	165
450×175	11	20	19	9.5	116.8	91.7	39,200	1,510	18.3	3.6	1,740	173
	13	26	27	13.5	146.1	115	48,800	2,020	18.3	3.72	2,170	231
600×190	13	25	25	12.5	169.4	133	98,400	2,460	24.1	3.81	3,280	259
	16	35	38	19	224.5	176	130,000	3,540	24.1	3.97	4,330	373