TABLA COMPARATIVAS I

DesignacinPeso

Metro

Peso

PiezaArea Dimensiones Propiedades Constantes

IPE

d P Pt Altura Alas Alma Eje

X-X Eje

Y-Y Flexion

mm Kgf/m Kgf cm2d bf tf tw Ix Sx rx Iy Sy ry rT d/As

mm cm4 cm3 cm cm4 cm3 cm cm cm-1

IPE

80 6 72 7.64 80 46 5.2 3.8 80.1 20 3.24 8.48 3.69 1.05 1.22 3.34

IPN

80X42 6.01 72.12 7.66 80 42 5.4 4.6 74.9 18.7 3.13 5.69 2.71 0.86 1.02 3.74

IPE

100 8.1 97.2 10.3 100 55 5.7 4.1 171 34.2 4.07 15.9 5.78 1.24 1.45 3.19

IPN100X50 8.34 100.08 10.6 100 50 6.8 4.5 170 34.1 4 12.1 4.86 1.07 1.24 3.08

HEA

100 16.7 200.4 21.1 96 100 8 5 349 72.7 4.05 134 26.7 2.51 2.77 1.2

HEB

100 20.4 244.8 26 100 100 10 6 450 89.9 4.16 167 33.5 2.53 2.78 1

IPE

120 10.4 124.8 13.2 120 64 6.3 4.4 318 53 4.9 27.6 8.64 1.45 1.69 2.98

IPN

120X58 11.1 133.2 14.2 120 58 7.7 5.1 327 54.5 4.8 21.4 7.38 1.23 1.43 2.81

HEA

120 19.9 238.8 25.3 114 120 8 5 606 106 4.89 231 38.4 3.02 3.33 1.19

HEB

120 26.7 320.4 34 120 120 11 6.5 864 144 5.04 318 52.9 3.06 3.33 0.909

IPE 140 12.9 154.8 16.4 140 73 6.9 4.7 541 77.3 5.74 44.9 12.3 1.65 1.93 2.78

IPN 140X66 14.3 171.6 18.2 140 66 8.6 5.7 572 81.8 5.6 35.1 10.6 1.39 1.62 2.58

HEA 140 24.7 269.4 31.4 133 140 8.5 5.5 1030 155 5.73 389 55.6 3.52 3.87 1.12

HEB

140 33.7 404,4 43 140 140 12 7 1510 216 5.93 550 78.5 3.58 3.89 0.833

IPE

160 15.8 189.6 20.1 160 82 7.4 5 869 109 6.58 68.2 16.6 1.84 2.16 2.64

IPN

160X74 17.9 214.8 22.8 160 74 9.5 6.3 934 117 6.4 54.6 14.7 1.55 1.81 2.38

HEA

160 30.4 364.8 38.8 152 160 9 6 1670 220 6.57 615 76.9 3.98 4.42 1.06

HEB

160 42.6 511.2 54.3 160 160 13 8 2490 311 6.78 889 111 4.05 4.43 0.769

IPE

180 18.8 225.6 23.9 180 91 8 5.3 1320 146 7.42 101 22.1 2.05 2.4 2.47

IPN

180X82 21.9 262.8 27.9 180 82 10.4 6.9 1440 160 7.2 81.2 19.8 1.71 2 2.2

HEA

180 35.5 426 45.3 171 180 9.5 6 2510 294 7.45 924 103 4.52 4.98 1

HEB

180 51.2 614.4 65.3 180 180 14 8.5 3830 426 7.66 1360 151 4.57 4.99 0.714

IPE

200 22.4 268.8 28.5 200 100 8.5 5.6 1940 194 8.26 142 28.4 2.23 2.64 2.35

IPN

200X90 26.2 314.4 33.4 200 90 11.3 7.5 2140 214 8 116 25.9 1.87 2.19 2.05

HEA

200 42.3 507.6 53.8 190 200 10 6.5 3690 389 8.28 1330 133 4.98 5.53 0.95

HEB

200 61.3 735.6 78.1 200 200 15 9 5700 570 8.54 2000 200 5.07 5.54 0.667

IPE

220 26.2 314.4 33.4 220 110 9.2 5.9 2770 252 9.11 205 37.2 2.48 2.9 2.17

HEA

220 50.5 606 64.3 210 220 11 7 5410 515 9.17 1950 178 5.51 6.08 0.868

HEB

220 71.5 858 91 220 220 16 9.5 8090 736 9.43 2840 258 5.59 6.1 0.625

IPE

240 30.7 368.4 39.1 240 120 9.8 6.2 3890 324 9.97 283 47.2 2.69 3.17 2.04

IPN

240X10636.2 434.4 46.1 240 106 13.1 8.7 4240 353 9.59 220 41.5 2.19 2.57 1.8

HEA

240 60.3 723.6 76.8 230 240 12 7.5 7760 675 10.1 2770 231 6 6.64 0.799

HEB 240 83.2 998.4 106 240 240 17 10 11260 938 10.3 3920 327 6.08 6.65 0.588

Tablas I

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TABLA COMPARATIVAS I

DesignacinPeso

Metro

Peso

PiezaArea Dimensiones Propiedades Constantes

IPE

d P Pt Altura Alas Alma Eje

X-X Eje

Y-Y Flexion

mm Kgf/m Kgf cm2d bf tf tw Ix Sx rx Iy Sy ry rT d/As

mm cm4 cm3 cm cm4 cm3 cm cm cm -1

WF

10X49 72.99 875.88 92.9 253.49 254 14.22 8.636 11321 895 11 3888 306 6.5

HEA

260 68.2 818.4 86.8 250 260 12.5 7.5 10500 836 11 3660 282 6.5 7.2 0.769

HEB

260 93 1116 118 260 260 17.5 10 14920 1150 11.2 5130 395 6.58 7.21 0.571

WF

10X19 28.3 339.6 36.26 260.1 102.11 10.03 6.35 4008 308 10.5 179 35 2.2

WF

10X30 44.69 536.28 57.03 265.94 147.57 12.95 7.62 7076 531 11.1 695 94 3.5

IPE

270 36.1 433.2 45.9 270 135 10.2 6.6 5790 429 11.2 419 62.1 3.02 3.56 1.96

HEA

280 76.4 916.8 97.3 270 280 13 8 13700 1010 11.9 4760 340 7 7.74 0.742

HEB

280 103 1236 131 280 280 18 10.5 19270 1380 12.1 6590 471 7.09 7.76 0.556

IPE

300 42.2 506.4 53.8 300 150 10.7 7.1 8360 557 12.5 603 80.4 3.35 3.94 1.87

IPN

300X12554.2 650.4 69 300 125 16.2 10.8 9790 652 11.9 449 71.9 2.55 3.03 1.55

HEA 300 88.3 1059.6 113 290 300 14 8.5 18300 1260 12.7 6310 420 7.49 8.3 0.69

HEB 300 117 1404 149 300 300 19 11 25170 1680 13 8560 571 7.58 8.32 0.526

WF

12X26 38.73 464.76 49.35 310.39 164.85 9.65 5.842 8491 547 13.1 720 88 3.8

HEA

320 97.6 1171.2 124 310 300 15.5 9 22900 1480 13.6 6980 465 7.49 8.3 0.

667

HEB

320 127 1524 161 320 300 20.5 11.5 30820 1930 13.8 9240 616 7.57 8.31 0.52

IPE

330 49.1 589.2 62.6 330 160 11.5 7.5 11800 713 13.7 787 98.4 3.55 4.22 1.79

HEA

340 105 1260 133 330 300 16.5 9.5 27700 1680 14.4 7430 495 7.46 8.28 0.667

HEB

340 134 1608 171 340 300 21.5 12 36660 2160 14.6 9690 646 7.53 8.29 0.527

IPE

360 57.1 685.2 72.7 360 170 12.7 8 16300 904 15 1040 123 3.79 4.47 1.67

HEA

360 112 1344 143 350 300 17.5 10 33100 1890 15.2 7880 525 7.43 8.26 0.667

HEB

360 142 1704 181 360 300 22.5 12.5 43190 2400 15.5 10140 676 7.49 8.27 0.533

IPE

400 66.3 795.6 84.5 400 180 13.5 8.6 23100 1160 16.5 1320 146 3.95 4.71 1.65

HEA

400 125 1500 159 390 300 19 11 45100 2310 16.8 8560 571 7.34 8.21 0.684

HEB

400 155 1860 198 400 300 24 13.5 57680 2880 17.1 10820 721 7.39 8.22 0.556

WF

16X36 53.62 643.44 68.39 4O2.84 177.42 10.92 7.493 18647 926 16.5 1020 115 3.9

IPE

450 77.6 931.2 98.8 450 190 14.6 9.4 33700 1500 18.5 1670 176 4.12 4.93 1.62

HEA

450 140 1680 178 440 300 21 11.5 63700 2900 18.9 9460 631 7.29 8.18 0.698

HEB

450 171 2052 218 450 300 26 14 79890 3550 19.1 11720 781 7.33 8.19 0.577

WF

18

x

50 74.48 893.76 94.84 456.95 190.37 14.48 9.017 33299 965 18.7 1669 175 6.4

WF

18

x

65 96.82 1161.84 123.23 466.09 192.79 19.05 11.43 44537 1917 19 2281 236 6.5

Tablas I

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TABLA

COMPARATIVAS

I

DesignacinPeso

Metro

Peso

PiezaArea Dimensiones Propiedades Constantes

IPE

d P Pt Altura Alas Alma Eje

X-X Eje

Y-Y Flexion

mm Kgf/m Kgf cm2d bf tf tw Ix Sx rx Iy Sy ry rT d/As

mm cm4 cm3 cm cm4 cm3 cm cm cm-1

IPE

500 90.7 1088.4 116 500 200 16 10.2 48200 1930 20.4 2140 214 4.3 5.17 1.56

HEA

500 155 1860 198 490 300 23 12 87000 3550 21 10400 691 7.24 8.15 0.71

HEB

500 187 2244 239 500 300 28 14.5 107200 4290 21.2 12620 842 7.27 8.16 0.595

WF

21

X

62 92.35 1108.2 118.06 533.15 209.3 15.62 10.16 55359 2081 21.7 2393 228 6.8

IPE

550 106 1272 134 550 210 17.2 11.1 67100 2440 22.3 2660 254 4.45 5.39 1.52

HEA

550 166 1992 212 540 300 24 12.5 112000 4150 23 10800 721 7.15 8.10 0.75

HEB

550 199 2388 254 550 300 29 15 136700 4970 23.2 13080 872 7.17 8.11 0.632

WF

21

X

73 108.73 1304.76 138.71 539.5 210.69 18.8 11.557 66597 2474 21.9 2939 279 7

IPE

600 122 1464 156 600 220 19 12 92100 3070 24.3 3380 308 4.66 5.64 1.44

HEA

600 178 2136 226 590 300 25 13 141000 4790 25 11300 751 7.05 8.06 0.787

HEB

600 212 2544 270 600 300 30 15.5 171000 5700 25.2 13530 902 7.08 8.06 0.6675

WF 24 X 76 113.2 1358.4 144.52 607.57 228.35 17.27 11.176 87409 2884 24.6 3434 302 7.4

HEA 650 190 2280 242 640 300 26 13.5 175000 5470 26.9 11700 781 6.96 8.01 0.821

HEB

650 225 2700 286 650 300 31 16 210600 6480 27.1 13980 932 6.99 8.01 0.699

HEA

700 204 2448 260 690 300 27 14.5 215000 6240 28.7 12200 812 6.84 7.94 0.852

HEB

700 241 2892 306 700 300 32 17 256900 7340 29 14440 963 6.86 7.95 0.729

WF

30

X

116172.78 2073.36 220.64 762.25 266.57 21.59 14.351 205202 5391 30.5 6826 513 8.5

HEA

800 224 2688 286 790 300 28 15 303000 7680 32.6 12600 842 6.65 7.85 0.94

HEB

800 262 3144 334 800 300 33 17.5 359100 8980 32.8 14900 994 6.68 7.86 0.808

HEA

900 252 3024 321 890 300 30 16 422000 9480 36.3 13500 903 6.5 7.76 0.989

HEB

900 291 3492 371 900 300 35 18.5 494100 10980 36.5 15820 1050 6.52 7.77 0.857

HEA

1000 272 3264 347 990 300 31 16.5 554000 11200 40 14000 933 6.35 7.67 1.06

HEB

1000 314 3768 400 1000 300 36 19 644700 12890 40.1 16280 1090 6.38 7.68 0.926

Tablas I

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