TRAVI IPE

h	b	a	e	r	Peso	Sezione	Momenti di inerzia		Moduli di resistenza		Raggi di inerzia
mm	mm	mm	mm	mm	kg/m	cm²	Jx	Jy	Wx	Wy	ix	iy
							cm⁴	cm⁴	cm³	cm³	cm	cm
80	46	3.8	5.2	5	6	7.64	80.14	8.49	20.03	3.69	3.24	1.05
100	55	4.1	5.7	7	8.1	10.32	171	15.92	34.2	5.79	4.07	1.24
120	64	4.4	6.3	7	10.4	13.21	317.8	27.67	52.96	8.65	4.9	1.45
140	73	4.7	6.9	7	12.9	16.43	541.2	44.92	77.32	12.31	5.74	1.65
160	82	5	7.4	9	15.8	20.09	869.3	68.31	108.7	16.66	6.58	1.84
180	91	5.3	8	9	18.8	23.95	1,317	100.9	146.3	22.16	7.42	2.05
200	100	5.6	8.5	12	22.4	28.48	1,943	142.4	194.3	28.47	8.26	2.24
220	110	5.9	9.2	12	26.2	33.37	2,772	204.9	252	37.25	9.11	2.48
240	120	6.2	9.8	15	30.7	39.12	3,892	283.6	324.3	47.27	9.97	2.69
270	135	6.6	10.2	15	36.1	45.95	5,790	419.9	428.9	62.2	11.23	3.02
300	150	7.1	10.7	15	42.2	53.81	8,356	603.8	557.1	80.5	12.46	3.35
330	160	7.5	11.5	18	49.1	62.61	11,770	788.1	713.1	98.52	13.71	3.55
360	170	8	12.7	18	57.1	72.73	16,270	1,043	903.6	122.8	14.95	3.79
400	180	8.6	13.5	21	66.3	84.46	23,130	1,318	1,156	146.4	16.55	3.95
450	190	9.4	14.6	21	77.6	98.82	33,740	1,676	1,500	176.4	18.48	4.12
500	200	10.2	16	21	90.7	115.5	48,200	2,142	1,928	214.2	20.43	4.31
550	210	11.1	17.2	24	106	134.4	67,120	2,668	2,441	254.1	22.35	4.45
600	220	12	19	24	122	156	92,080	3,387	3,069	307.9	24.3	4.66