Travi HEB ad ali larghe parallele - serie normale UNI 5397-78


Download
profilati_heb.dwg

Sigla
HEB
b
mm
h
mm
a
mm
e
mm
r
mm
Peso
kg/m
Sezione
cm2
Momenti di inerzia
Moduli di resistenza
Raggi di inerzia
Jx
cm4
Jy
cm4
Wx
cm3
Wy
cm3
ix
cm
iy
cm
100 100 100 6,0 10,0 12 20,4 26,04 449,5 167,3 89,91 33,45 4,16 2,53
120 120 120 6,5 11,0 12 26,7 34,01 864,4 317,5 144,1 52,92 5,04 3,06
140 140 140 7,0 12,0 12 33,7 42,96 1.509 549,7 215,6 78,52 5,93 3,58
160 160 160 8,0 13,0 15 42,6 54,25 2.492 889,2 311,5 111,2 6,78 4,05
180 180 180 8,5 14,0 15 51,2 65,25 3.831 1.363 425,7 151,4 7,66 4,57
200 200 200 9,0 15,0 18 61,3 78,08 5.696 2.003 569,6 200,3 8,54 5,07
220 220 220 9,5 16,0 18 71,5 91,04 8.091 2.843 735,5 258,5 9,43 5,59
240 240 240 10,0 17,0 21 83,2 106,0 11.260 3.923 938,3 326,9 10,31 6,08
260 260 260 10,0 17,5 24 93,0 118,4 14.920 5.135 1.148 395,0 11,22 6,58
280 280 280 10,5 18,0 24 103,0 131,4 19.270 6.595 1.376 471,0 12,11 7,09
300 300 300 11,0 19,0 27 117,0 149,1 25.170 8.563 1.678 570,9 12,99 7,58
320 300 320 11,5 20,5 27 127,0 161,3 30.820 9.239 1.926 615,9 13,82 7,57
340 300 340 12,0 21,5 27 134,0 170,9 36.660 9.690 2.156 646,0 14,65 7,53
360 300 360 12,5 22,5 27 142,0 180,6 43.190 10.140 2.400 676,1 15,46 7,49
400 300 400 13,5 24,0 27 155,0 197,8 57.680 10.820 2.884 721,3 17,08 7,40
450 300 450 14,0 26,0 27 171,0 218,0 79.890 11.720 3.551 781,4 19,14 7,33
500 300 500 14,5 28,0 27 187,0 238,6 107.200 12.620 4.287 841,6 21,19 7,27
550 300 550 15,0 29,0 27 199,0 254,1 136.700 13.080 4.971 871,8 23,20 7,17
600 300 600 15,5 30,0 27 212,0 270,0 171.000 13.530 5.701 902,0 25,17 7,08
650 300 650 16,0 31,0 27 225,0 286,3 210.600 13.980 6.480 932,3 27,12 6,99
700 300 700 17,0 32,0 27 241,0 306,4 256.900 14.440 7.340 962,7 28,96 6,87
800 300 800 17,5 33,0 30 262,0 334,2 359.100 14.900 8.977 993,6 32,78 6,68
900 300 900 18,5 35,0 30 291,0 371,3 494.100 15.820 10.980 1.054 36,48 6,53
1000 300 1000 19,0 36,0 30 314,0 400,0 644.700 16.280 12.890 1.085 40,15 6,38

Argomenti correlati

- Profilati metallici