Dimensiounen an Eegeschafte vun H-Beams
Tis 1227-2537
Grad: SM400, SM490, SM520, SS400, SS490 oder SS540
Nominal Gréisst (mm.) | Gewiicht (kg / m.) | Sektioun Dimensiounen (mm.) | Sektioun Beräich (cm2) | Moment's Inertia (cm4) | Radius vun Gyratioun (cm.) | Modulus vun der Sektioun (cm3) | |||||||
H | B | t1 | t2 | r | lx | Iy | Ialo | Ih IY | ZOX | Zy | |||
100x100 | 17.2 | 100. | 100. | 6.0 | 8 | 10 | 21.90 | 383 | 134 | 4..2 | 2.47 | 77 | 27 |
125x125 | 23.8 | 1255 | 1255 | 6.5 | 9 | 10 | 30.31 | 847 | 293 | 5.3.3 | 3.11 | 136 | 47 |
150x75 | 14.0 | Gären 150 | 75 | 5.0 | 7 | 8 | 17,85 | 666 | 50 | 6.1 | 1.66 | 89 | 13 |
150x100 | 21.1 | 148 | 100. | 6.0 | 9 | 11 | 26.84 | 1.020 | 151 | 6.2 | 2.37 | 138 | 30 |
150x150 | 31.5 | Gären 150 | Gären 150 | 7.0 | 10 | 11 | 40.1,14 | 1.640 | 56.3 | 6.4 | 3.75 | 219. | 75 |
175x175 | 40,2 | 175 | 175 | 7.5 | 11 | 12 | 51.211 | 2.880 | 984 | 7.5 | 4.38 | 330:30 | 11,2 |
200x100 | 18.2 | 198 198 | 99 | 4.5 | 7 | 11 | 23.18 | 1.580 | 114 | 8.3 | 2.21 | 16,0 | 23 |
21.3.3 | 200 | 100. | 5.,5 | 8 | 11 | 27.166 | 1.840 | 134 | 8.2 | 2.22 | 184 | 27 | |
200x150 | 30.6 | 194 Mënz | Gären 150 | 6.0 | 9 | 13 | 39.01 | 2,690 | 507 | 8.3 | 3.61 | 277 | 68 |
200x200 | 49.9 | 200 | 200 | 8.0 | 12 | 13 | 63.53 | 4.720 | 1.600 | 8.6 | 5.02 | 472 huelen | 16,0 |
56.2.2 | 200 | 204 | 12.0 | 12 | 13 | 71.53 | 4.9980 | 1.700 | 8.4 | 4.88 | 498 | 167 | |
65.7 | 208 | 202 | 10.0 | 16 | 13 | 83.69 | 6.0030 | 2.200 | 8.8 | 5.13 | 628 | 218. | |
250x125 | 25,7 | 248 | 124 | 5.0 | 8 | 12 | 32.68 | 3.540 | 255 | 10.4 | 2.79 | 2855 | 41 |
29.6 | 250 | 1255 | 6.0 | 9 | 12 | 37.66 | 4,050 | 2944 | 10.4 | 2.79 | 324 | 47 | |
250x175 | 44.1 | 2444 | 175 | 7.0 | 11 | 16 | 56.24.44 | 6.120 | 984 | 10.4 | 4.18 | 502 | 113 |
250X250 | 64.4 | 2444 | 2522 | 11.0 | 11 | 16 | 82.06 | 8.790 | 2,940 | 10.3 | 5.98 | 720 | 233 |
66.5 | 248 | 2499 | 8.0 | 13 | 16 | 84.70 | 9.93030 | 3.35 | 10.8 | 6.29 | 801 | 269 | |
72.4 | 250 | 250 | 9.0 | 14 | 16 | 92.18.18 | 10.800 | 3.650 | 10.8 | 6.29 | 867 | 29:92 | |
300x150 | 32.0 | 298 | 149 BANN | 5.,5 | 8 | 13 | 40.80 | 6.320 | 442 | 12.4 | 3.29 | 444 | 59 |
36.7 | 300 | Gären 150 | 6.5 | 9 | 13 | 46.78 | 7.210 | 50,8 | 12.4 | 3.29 | 4811 | 68 | |
300x200 | 56.8.8 | 2944 | 200 | 8.0 | 12 | 18 | 72.38 | 11.300 | 1.600 | 12,5 | 4.71 | 771 | 16,0 |
65.4 | 298 | 2011 | 9.2 | 14 | 18 | 83.36 | 13.300 | 1.900 | 12.6 | 4.77 | 893 | 189 | |
300x300 | 84.5 | 2944 | 302 | 12.0 | 12 | 18 | 107.70 | 16.900 | 55 Ë5 | 12,5 | 7.166 | 1.150 | 365 |
87.0 | 298 | 2999 | 9.0 | 14 | 18 | 110.80 | 18.800 | 6240 | 13.0 | 7.51 | 1.270 | 417 | |
94.0 | 300 | 300 | | 10.0 | 15 | 18 | 119.80 | 20.400 | 6,750 | 13.1 | 7.51 | 1.360 | 450 € | |
106.0 | 300 | 3055 | 15.0 | 15 | 18 | 134.80 | 21.500 | Wat fir 7100 | 12.6 | 7,26 | 1.440 | 465 | |
106.0 | 3044 | 301 | 11.0 | 17 | 18 | 134.80 | 23.400 | 7730 | 13.2 | 7.57 | 1.540 | 514 | |
350x175 | 41.4 | 3466 | 174 | 6.0 | 9 | 14 | 52.68 | 11.100 | 79222 | 14,5 | 3.88 | 64111 | 91 |
49.6 | 350 Auer | 175 | 7.0 | 11 | 14 | 63.14 | 13.600 | 984 | 14.7 | 3,95 | 7755 | 11,2 | |
57.8.8 | 354 | 1766 | 80 | 13 | 20 | 73.68 | 16.100 | 1.180 | 14.8 | 4.01 | 909 | 134 | |
350X250 | 69.2.2 | 3366 | 2499 | 8.0 | 12 | 20 | 8.8,15 | 18.500 | 3090 | 14,5 | 5.922 | 1.100 | 248 |
79.7 | 340 | 250 | 9.0 | 14 | 20 | 101.50 | 21.700 | 3.650 | 14.6 | 6.00 | 1.280 | 29:92 | |
350x350 | 106.0 | 388 | 351 | 13.0 | 13 | 20 | 135.30 | 28.200 | 9.380 | 14.4 | 8.33 | 1.670 | 5144 |
115.0 | 3444 | 388 | 10.0 | 16 | 20 | 146.00 | 33.300 | 11.200 | 15.1 | 8.78 | 1.940 | 646 | |
131.0 | 3444 | 354 | 16.0 | 16 | 20 | 166.60 | 35,300 | 11.800 | 14.6 | 8.43 | 2,050 | 669 | |
137.0 | 350 Auer | 350 Auer | 12.0 | 19 | 20 | 173.90 | 40.300 | 13600 | 15.2 | 8.84 | 2.300 | 7766 | |
156.0 | 350 Auer | 357 | 19,0 | 19 | 20 | 198,40 | 42.800 | 14.400 | 14.7 | 8.53 | 2,450 | 809 | |
400x200 | 56.6 | 3966 | 199 | 7.0 | 11 | 16 | 72.1,16 | 20.000 | 1.450 | 16,7 | 4.48 | 1.010 | 145 |
66.6 | 400 | 200 | 8.0 | 13 | 16 | 84.122 | 23.700 | 1.740 | 16,8 | 4.54 | 1.190 | 174 | |
75.5 | 40444 | 2011 | 9.0 | 15 | 16 | 96.166 | 27.500 | 2.030 | 16,9 | 4.60 | 1.360 | 202 | |
400x300 | 94.3 | 386 | 2999 | 9.0 | 14 | 22 | 120.10 | 33,700 | 6240 | 16,7 | 7.211 | 1740 | 488 |
107.0 | 390 | 300 | 10.0 | 16 | 22 | 136.00 | 38.700 | 7.210 | 16,9 | 7.288 | 1.9880 | 4811 | |
400x400 | 140.0,0 | 3888 | 4022 | 15.0 | 15 | 22 | 178,50 | J.0009-5 o 49.000 | 16.300 | 16,6 | 9.54 | 2.520 | 809 |
147.0 | 394 | 398 | 11.0 | 18 | 22 | 186.80 | 56.100 | 18.900 | 17.3 | 10.10 | 2,850 | 951 | |
172.0 | 400 | 400 | 13.0 | 21 | 22 | 218.70 | 66.600 | 22.400 | 17,5 | 10.10 | 3.330 | 1.120 | |
1970 | 400 | 4088 | 21.0 | 21 | 22 | 250.70 | 70.900 | 23.800 | 16,8 | 9.75 | 3.540 | 1.170 | |
232.0 | 4144 | 4055555 | 18..0 | 28 | 22 | 295.40 | 92.800 | 31.000 | 17,7 | 10.20 | 4.480 | 1.530 | |
450X200 | 66.2.2 | 446 | 199 | 8.0 | 12 | 18 | 84.30 Auer | 28.700 | 1.580 | 18,5 | 4.33 | 1.290 | 1599 |
76.0 | 450 € | 200 | 9.0 | 14 | 18 | 98.76 | 33,500 | 1.870 | 18.6 | 440 duerch | 1.490 | 187 | |
88.9 | 456,6 | 2011 | 10.0 | 17 | 18 | 113.30 | 40.400 | 2.310 | 18.9 | 4.51 | 1.770 | 230 | |
450x300 | 106.0 | 434 | 2999 | 10.0 | 15 | 24 | 135.00 | 46.800 | 6.690 | 18.6 | 7.04 | 2,160 | 448 |
124.0 | 440 | 300 | 11.0 | 18 | 24 | 157.40 | 56.100 | 8110 | 18.9 | 7.1,18 | 2.550 | 541 | |
145.0 | 446 | 302 | 13.0 | 21 | 24 | 184.30 | 66.40.00 | 9.660 | 19,0 | 7.244 | 2,9880 | 639 | |
500x200 | 79.5 | 496 | 199 | 9.0 | 14 | 20 | 101.30 | 41.900 | 1.840 | 20.3 | 4,27 | 1.690 | 185 |
89.6 | 500 500 | 200 | 10.0 | 16 | 20 | 114.20 | 47.800 | 2,140 | 20.5 | 4.33 | 1910 | 214 | |
103.0 | 50,6 | 2011 | 11.0 | 19 | 20 | 131.30 | 56.500 | 2.580 | 200.7 | 4.43 | 2.230 | 257 |
D'Stol H-Beam Uwendungen
L L-Belmung gëtt genuest an der Baumusée gebraucht. Hen am Crateieldungen zimmlech se zimmlech deier fir strukturellen Stol, an Wunnideller a Wunnempelwance op d'Kommissioun als déi vun der I-BAAM.
l Am Allgemengen, H-Beams ginn benotzt wann d'Applikatioun fir eng méi héich Last-Last-Last Kapazitéit rifft, wéi déi vun der I-Beam, an extra Gewiicht pro Fouss ass net en Thema.
L Spriting laang Spannten a kommerziell Gebaier, H-Beams kënnen bis zu 330 Féiss spannen, am Verglach mat "100 Féiss vun I-Beam
Ech méi staark strukturelle Kolonnen fir Wunnenge Steel-Frame Gebaier, gär wéi Stol-Fra-Strecken Haiser
l an industrielle Baumbau, H-Beams sinn super fir Plattformen, wann de méi héije lb / ftverhältnis ass net sou wichteg