Size (Flange) H × B × ( tl ) × ( t2 )	Length	Mass		Cross Section Area cm2	Second Moment of Area cm4		Cross Section Secondary Radius cm		Cross Section Factor cm3
		Unit Mass kg/m	Mass (kg) of Standard Length (6m)	a	I ×	Iy	i ×	iy	Z ×	Zy
75 × 75 × 5 × 8	6,000			15.20	146	56.40	3.10	1.93	38.90	15.00
100 × 100 × 6 × 8	6,000	16.7	100	21.39	375	134	4.19	2.50	75.00	26.7
125 × 125 × 7 × 9	6,000	23.8	143	30.47	843	293	5.26	3.10	135	46.9
148 × 100 × 6 × 9	6,000	20.5	123	26.15	995	150	6.17	2.40	134	30.1
150 × 150 × 8 × 10	6,000	32.0	192	41.03	1640	563	6.33	3.71	219	75.1
200 × 100 × 6 × 8	6,000	21.4	128	27.39	1820	134	8.14	2.21	182	26.7
200 × 200 × 8 × 12	6,000	49.2	295	62.71	4660	1600	8.62	5.05	466	160
250 × 125 × 6 × 9	6,000	28.9	173	36.77	3940	293	10.40	2.82	315	47.0
250 × 250 × 9 × 14	6,000	71.4	428	90.77	10700	3650	10.80	6.34	854	292
300 × 300 × 10 × 16	6,000	97.4	584	123.80	21200	7200	13.10	ﾌ.63	1410	480
350 × 250 × 9 × 14	6,000			99.77	22500	3650	15.00	6.05	1280	292
350 × 350 × 10 × 16	6,000			144.80	34200	11400	15.40	8.89	1950	654
350 × 350 × 12 × 19	6,000			171.90	39800	13600	15.20	8.89	2280	776
400 × 200 × 8 × 14	6,000			86.39	24500	1870	16.80	4.65	1230	187
400 × 300 × 10 × 16	6,000			133.80	39900	7200	17.30	7.34	1990	480
400 × 400 × 14 × 22	6,000			227.80	68800	23500	17.40	10.20	3440	1170
450 × 200 × 9 × 14	6,000			94.77	32600	1870	18.50	4.44	1450	187
450 × 300 × 12 × 18	6,000			159.10	58100	8110	19.10	7.14	2580	540
500 × 200 × 10 × 16	6,000			111.80	46600	2140	20.40	4.37	1860	214
600 × 200 × 10 × 16	6,000			121.80	70600	2140	24.10	4.19	2350	214
600 × 300 × 12 × 20	6,000			188.60	120000	9010	25.20	6.91	3990	601
600 × 300 × 14 × 25	6,000			228.90	145000	11300	25.20	7.01	4830	751