TRAVI HEB

Sigla	b	h	a	e	r	Peso	Sezione	Momenti di inerzia		Moduli di resistenza		Raggi di inerzia
HEB	mm	mm	mm	mm	mm	kg/m	cm²	Jx	Jy	Wx	Wy	ix	iy
								cm⁴	cm⁴	cm³	cm³	cm	cm
100	100	100	6	10	12	20.4	26.04	449.5	167.3	89.91	33.45	4.16	2.53
120	120	120	6.5	11	12	26.7	34.01	864.4	317.5	144.1	52.92	5.04	3.06
140	140	140	7	12	12	33.7	42.96	1,509	549.7	215.6	78.52	5.93	3.58
160	160	160	8	13	15	42.6	54.25	2,492	889.2	311.5	111.2	6.78	4.05
180	180	180	8.5	14	15	51.2	65.25	3,831	1,363	425.7	151.4	7.66	4.57
200	200	200	9	15	18	61.3	78.08	5,696	2,003	569.6	200.3	8.54	5.07
220	220	220	9.5	16	18	71.5	91.04	8,091	2,843	735.5	258.5	9.43	5.59
240	240	240	10	17	21	83.2	106	11,260	3,923	938.3	326.9	10.31	6.08
260	260	260	10	17.5	24	93	118.4	14,920	5,135	1,148	395	11.22	6.58
280	280	280	10.5	18	24	103	131.4	19,270	6,595	1,376	471	12.11	7.09
300	300	300	11	19	27	117	149.1	25,170	8,563	1,678	570.9	12.99	7.58
320	300	320	11.5	20.5	27	127	161.3	30,820	9,239	1,926	615.9	13.82	7.57
340	300	340	12	21.5	27	134	170.9	36,660	9,690	2,156	646	14.65	7.53
360	300	360	12.5	22.5	27	142	180.6	43,190	10,140	2,400	676.1	15.46	7.49
400	300	400	13.5	24	27	155	197.8	57,680	10,820	2,884	721.3	17.08	7.4
450	300	450	14	26	27	171	218	79,890	11,720	3,551	781.4	19.14	7.33
500	300	500	14.5	28	27	187	238.6	107,200	12,620	4,287	841.6	21.19	7.27
550	300	550	15	29	27	199	254.1	136,700	13,080	4,971	871.8	23.2	7.17
600	300	600	15.5	30	27	212	270	171,000	13,530	5,701	902	25.17	7.08
650	300	650	16	31	27	225	286.3	210,600	13,980	6,480	932.3	27.12	6.99
700	300	700	17	32	27	241	306.4	256,900	14,440	7,340	962.7	28.96	6.87
800	300	800	17.5	33	30	262	334.2	359,100	14,900	8,977	993.6	32.78	6.68
900	300	900	18.5	35	30	291	371.3	494,100	15,820	10,980	1,054	36.48	6.53
1000	300	1000	19	36	30	314	400	644,700	16,280	12,890	1,085	40.15	6.38

TRAVI HEB

TRAVI HEB

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