:: Pragaca: vigas IPN,IPE,HEA,HEB,UPN,UPE,UPL,UPAM,CP,VP,PROPERCA ::



Vigas HEA
Vigas Europeas de alas anchas ligeras
ASTM Designation A36
Tolerancias dimensionales E.N 10024, 10034, 10056
Calidades de acero norma E.N 10025 S 275JR

HEA
(l)
IPBL
Dimensiones
(mm)
Área
cm²
Peso
Kg/m
Momento respecto a los ejes
h b S t r Eje x-x Eje y-x
lx
cm4
Sx
cm
Rx
cm
ly
cm4
Sy
cm³
Ry
cm
100 96 100 5.0 8.0 12 21.2 16.7 349 72.8 4.06 134 26.8 2.51
120 114 120 5.0 8.5 12 25.3 19.9 606 106.0 4.89 231 38.5 3.02
140 133 140 5.5 8.5 12 31.4 24.7 1030 155.0 5.73 389 55.6 3.52
160 152 160 6.0 9.0 15 38.8 30.4 1670 220.0 6.57 616 76.9 3.98
180 171 180 6.0 9.5 15 45.3 35.5 2510 294.0 7.45 925 103.0 4.52
200 190 200 6.5 10.0 18 53.8 42.3 3690 389.0 8.28 1340 134.0 4.98
220 210 220 7.0 11.0 18 64.3 50.5 5410 515.0 9.17 1950 178.0 5.51
240 230 240 7.5 12.0 21 76.8 60.3 7760 675.0 10.10 2770 231.0 6.00
260 250 260 7.5 12.5 24 86.8 68.2 10450 836.0 11.00 3670 282.0 6.50
280 270 280 8.0 13.0 24 97.3 76.4 13670 1010.0 11.90 4760 340.0 7.00
300 290 300 8.5 14.0 27 112.0 88.3 18260 1260.0 12.70 6310 421.0 7.49
320 310 300 9.0 15.5 27 124.0 97.6 22930 1480.0 13.60 6990 466.0 7.49
340 330 300 9.5 16.5 27 133.0 105.0 27690 1680.0 14.40 7440 496.0 7.46
360 350 300 10.0 17.5 27 143.0 112.0 33090 1890.0 15.20 7890 526.0 7.43
400 390 300 11.0 19.0 27 159.0 125.0 45070 2310.0 16.80 8560 571.0 7.34
450 440 300 11.5 21.0 27 178.0 140.0 63720 2900.0 18.90 9470 631.0 7.29
500 490 300 12.0 23.0 27 198.0 155.0 86970 3550.0 21.00 10370 691.0 7.24
550 540 300 12.5 24.0 27 212.0 166.0 111900 4150.0 23.00 10820 721.0 7.15
600 590 300 13.0 25.0 27 226.0 178.0 141200 4790.0 25.00 11270 751.0 7.05
650 640 300 13.5 26.0 27 242.0 190.0 175200 5470.0 26.90 11720 782.0 6.97
700 690 300 14.5 27.0 27 260.0 204.0 215300 6240.0 28.80 12180 812.0 6.84
800 790 300 15.0 28.0 30 286.0 224.0 303400 7680.0 32.60 12640 843.0 6.65
900 890 300 16.0 30.0 30 320.0 252.0 422100 9480.0 36.30 13550 903.0 6.50
1000 990 300 16.5 31.0 30 347.0 272.0 553800 11190.0 40.00 14000 934.0 6.35


Vigas HEB
Vigas Europeas de alas anchas normales
ASTM Designation A36
Tolerancias dimensionales E.N 10024, 10034, 10056
Calidades de acero norma E.N 10025, S 275 JR

HEA
(l)
IPB
Dimensiones
(mm)
Área
cm²
Peso
Kg/m
Momento respecto a los ejes
h b s t r Eje x-x Eje y-x
lx
cm4
Sx
cm
Rx
cm
ly
cm4
Sy
cm³
Ry
cm
100 100 100 6.0 10.0 12 26.0 20.4 450 89.9 4.15 167 33.5 2.53
120 120 120 6.5 11.0 12 34.0 26.7 864 144 5.04 318 52.9 3.05
140 140 140 7.0 12.0 12 43.0 33.7 1510 216 5.93 550 78.5 3.58
160 160 160 8.5 13.0 15 54.3 42.6 2490 311 6.78 889 111 4.05
180 180 180 8.5 14.0 15 65.3 51.2 3830 426 7.66 1360 151 4.57
200 200 200 9.0 15.0 18 78.1 61.3 5700 570 8,54 2000 200 5.07
220 220 220 9.5 16.0 18 91.0 71.5 8090 736 9.43 2840 258 5.59
240 240 240 10.0 17.0 21 106 83.2 11260 938 10.3 3920 327 6.08
260 260 260 10.0 17.5 24 118 93.0 14920 1150 11.2 5130 395 6.58
280 280 280 10.5 18.0 24 131 103 19270 1380 12.1 6590 471 7.09
300 300 300 11.0 19.0 27 149 117 25170 1680 13.0 8560 571 7.58
320 320 300 11.5 20.5 27 161 127 30820 1930 13.8 9240 616 7.57
340 340 300 12.0 21.5 27 171 134 36660 2160 14.6 9690 646 7.53
360 360 300 12.5 22.5 27 181 142 43190 2400 15.5 10140 676 7.40
400 400 300 13.5 24.0 27 198 155 57680 2880 17.1 10820 721 7.39
450 450 300 13.5 26.0 27 218 171 79890 3550 19.1 11720 781 7.33
500 500 300 14.5 28.0 27 239 187 107200 4290 21.2 12620 842 7.27
550 550 300 15.0 29.0 27 254 199 136700 4970 23.2 13080 872 7.17
600 600 300 15.5 30.0 27 270 212 171000 5700 25.2 13980 902 7.08
650 650 300 16.0 31.0 27 286 225 210600 6480 27.1 14000 932 6.99
700 700 300 17.0 32.0 27 306 241 256900 7340 29.0 14400 963 6.87
800 800 300 17.5 33.0 30 334 262 359100 8980 32.8 14900 994 6.68
900 900 300 18.5 35.0 30 371 291 494100 10980 36.5 15820 1050 6.53
1000 1000 300 19.5 36.0 30 400 314 644700 12890 40.1 16280 1090 6.38


Vigas IPE
Vigas europeas de alas paralelas
ASTM Designation A36
Tolerancias dimensionales E.N. 10024, 10034, 10056
Calidades de acero norma E.N. 10025 S 275JR

IPE
(l)
Dimensiones
(mm)
Área
cm²
Peso
Kg/m
Momento respecto a los ejes
h b s t r Eje x-x Eje y-x
lx
cm4
Sx
cm
Rx
cm
ly
cm4
Sy
cm³
Ry
cm
80 80 46 3.8 5.2 5 7.64 6.0 80.1 20.0 3.24 8.49 3.69. 1.05
100 100 55 4.1 5.7 7 10.30 8.1 171 34.2 4.07 15.90 5.79 1.24
120 120 64 4.4 6.3 7 13.20 10.4 318 53.0 4.90 27.70 8.65 1.45
140 140 73 4.7 6.9 7 16.40 12.9 541 77.3 5.74 44.90 12.30 1.65
160 160 82 5.0 7.4 9 20.10 15.8 869 109.0 6.58 68.30 16.70 1.84
180 180 91 5.3 8.0 9 23.90 18.8 1320 146.0 7.42 101.00 22.20 2.05
200 200 100 5.6 8.5 12 28.50 22.4 1940 194.0 8.26 142.00 28.50 2.24
220 220 110 5.9 9.2 12 33.40 26.2 2770 252.0 9.11 205.00 37.30 2.48
240 240 120 6.2 9.8 15 39.10 30.7 3890 324.0 9.97 284.00 47.30 2.69
270 270 135 6.6 10.2 15 45.90 36.1 5790 429.0 11.20 420.00 62.20 3.02
300 300 150 7.1 10.7 15 53.80 42.2 8360 557.0 12.50 604.00 80.50 3.35
330 330 160 7.5 11.5 18 62.60 49.1 11770 713.0 13.70 788.00 98.50 3.55
360 360 170 8.0 12.7 18 72.70 57.1 16270 904.0 15.00 1040.00 123.00 3.79
400 400 180 8.6 13.5 21 84.50 66.3 23130 1160.0 16.50 1320.00 146.00 3.95
450 450 190 9.4 14.6 21 98.80 77.6 33740 1500.0 18.50 1680.00 176.00 4.12
500 500 200 10.2 16.0 21 116.00 90.7 48200 1930.0 20.40 2140.00 214.00 4.31
550 550 210 11.1 17.2 24 134.00 106.0 67120 2440.0 22.30 2670.00 254.00 4.45
600 600 220 12.0 19.0 24 156.00 122.0 22080 3070.0 24.30 3390.00 308.00 4.66


Vigas IPN
Vigas perfil normal europeo
ASTM Designation A36
Tolerancias dimensionales E.N. 10024, 10034, 10056
Calidades del acero norma E.N. 10025 S 275JR

IPN
(l)
Dimensiones
(mm)
Área
cm²
Peso
Kg/m
Momento respecto a los ejes
h b s t r1 r2 Eje x-x Eje y-x
lx
cm4
Sx
cm
Rx
cm
ly
cm4
Sy
cm³
Ry
cm
60 34 3.6 5.3 - - - 5.35 4.2 30.4 10.1 2.38 3.04 1.79 0.75
80 80 42 4.2 5.9 3.9 2.3 7.77 6.10 78.40 19.6 3.18 6.29 2.99 0.90
100 100 50 4.5 6.8 4.5 2.7 10.60 8.34 171.00 34.2 4.01 12.2 4.88 1.07
120 120 58 5.1 7.7 5.1 3.1 14.20 11.10 328.00 54.7 4.81 21.5 7.41 1.23
140 140 66 5.7 8.6 5.7 3.4 18.20 14.30 573.00 81.9 5.61 35.2 10.7 1.40
160 160 74 6.3 9.5 6.3 3.8 22.8 17.90 935.0 117.0 6.40 54.70 14.80 1.55
180 180 82 6.9 10.4 6.9 4.1 27.9 21.90 1450.0 161.0 7.20 81.30 19.80 1.71
200 200 90 7.5 11.3 7.5 4.5 33.4 26.20 2140.0 214.0 8.00 117.00 26.00 1.87
220 220 98 8.1 12.2 8.1 4.9 39.5 31.10 3060.0 278.0 8.80 162.00 33.10 2.02
240 240 106 8.7 13.1 8.7 5.2 46.1 36.20 4250.0 354.0 9.59 221.00 41.70 2.20
260 260 113 9.4 14.1 9.4 5.6 53.3 41.90 5740.0 442.0 10.40 288.00 51.00 2.32
280 280 119 10.1 15.2 10.1 6.1 61.0 47.90 7590.0 542.0 11.10 364.00 61.20 2.45
300 300 125 10.8 16.2 10.8 6.5 69.0 54.20 9800.0 653.0 11.90 451.00 72.20 2.56
320 320 131 11.5 17.3 11.5 6.9 77.7 61.00 12510.0 782.0 12.70 555.00 84.70 2.67
340 340 137 12.2 18.3 12.2 7.3 86.7 68.00 15700.0 923.0 13.50 674.00 98.40 2.80
360 360 143 13.0 19.5 13.0 7.8 97.0 76.10 19610.0 1090.0 14.20 818.00 114.00 2.90
380 380 149 13.7 20.5 13.7 8.2 107.0 84.00 24010.0 1260.0 15.00 975.00 131.00 3.02
400 400 155 14.4 21.6 14.4 8.6 118.0 92.40 29210.0 1460.0 15.70 1160.00 149.00 3.13
425 425 163 15.3 23.0 15.3 9.2 132.0 104.00 36970.0 1740.0 16.70 1440.00 176.00 3.30
450 450 170 16.2 24.3 16.2 9.7 147.0 115.00 45850.0 2040.0 17.70 1730.00 203.00 3.43
475 472 178 17.1 25.6 17.1 10.3 163.0 128.00 56480.0 2380.0 18.60 2090.00 235.00 3.60
500 500 185 18.0 27.0 18.0 10.8 179.0 141.00 68740.0 2750.0 19.60 2480.00 268.00 3.72
550 550 200 19.0 30.0 19.0 11.9 212.0 166.00 99180.0 3610.0 21.60 3490.00 349.00 4.02
600 600 215 21.6 32.4 21.6 13.0 254.0 199.00 139000.0 4630.0 23.40 4670.00 434.00 4.30


Vigas UPL
Vigas perfil liviano
Norma Covenin Perfiles 1293
Norma Covenin "U" 1037
Calidades del acero Norma Covenin AE 25 AE 35

UPL
Peso
(Kgf/m)
Area
(cm2)
Altura
(mm)
d
Ancho del ala
(mm)
bf
Espesor del ala
(mm)
tf
Espesor del alma
(mm)
tw
Eje x-x Eje y-y
lx
cm4
Sx
cm³
rx
cm
ly
cm4
Sy
cm³
ry
cm
ey
(cm)
80 6.08 7.75 80 35 7 4.5 74.4 18.6 3.1 7.8 3.18 1 1.1
100 8.2 10.5 100 40 8 5 155 30.9 3.92 13.5 4.8 1.15 1.22
120 9.58 12.2 120 45 8 5 266 443 4.67 19.8 6.1 1.27 1.31

 

Vigas UPN
Perfil europeo normal en "U"
ASTM Designation A36
Tolerancias dimensionales E.N. 10024, 10034, 10056
Calidades del acero norma E.N. 10025 S 275JR

UPN
Dimensiones (mm) Seccion
A
cm²
Peso
P
Kg/m
Referido al eje x-x Referido al eje y-y
h b e e1=r r1 h1 lx
cm4
Sx
cm³
Rx
cm
c ly
cm4
Sy
cm³
Ry
cm
80 80 45 6.0 8.0 4.00 46 11.0 8.64 106 26.5 3.10 1.45 19.4 6.36 1.33
100 100 50 6.0 8.5 4.50 64 13.5 10.6 206 41.2 3.91 1.55 29.3 8.49 1.47
120 120 55 7.0 9.0 4.50 82 17.0 13.4 364 60.7 4.62 1.60 43.2 11.10 1.59
140 140 60 7.0 10.0 5.00 98 20.4 16.0 605 86.4 5.45 1.75 62.7 14.80 1.75
160 160 65 7.5 10.5 5.50 115 24.0 18.8 925 116.0 6.21 1.84 85.3 18.30 1.89
180 180 70 8.0 11.0 5.50 133 28.0 22.0 1350 150.0 6.95 1.92 114.0 22.40 2.02
200 200 75 8.5 11.5 6.00 151 32.2 25.3 1910 191.0 7.70 2.01 148.0 27.00 2.14
220 220 80 9.0 12.5 6.50 167 37.4 29.4 2690 245.0 8.48 2.14 197.0 33.60 2.30
240 240 85 9.5 13.0 6.50 184 42.3 33.2 3600 300.0 9.22 2.23 248.0 39.60 2.42
260 260 90 10.0 14.0 7.00 200 48.3 37.9 4820 371.0 9.99 2.36 317.0 42.70 2.56
280 280 95 10.0 15.0 7.50 216 53.3 41.8 6280 448.0 10.90 2.53 399.0 57.20 2.74
300 300 100 10.0 16.0 8.00 232 58.8 46.2 8030 535.0 11.70 2.70 495.0 67.80 2.90
320 320 100 14.0 17.5 8,75 246 75.8 59.5 10870 679.0 12.10 2.60 597.0 80.60 2.81
350 350 100 14.0 16.0 8.00 282 77.3 60.6 12840 734.0 12.90 2.40 570.0 75.00 2.72
380 380 102 13.5 16.0 8.00 313 80.4 63.1 15760 829.0 14.00 2.38 615.0 78.70 2.77
400 400 110 14.0 18.0 9.00 324 91.5 71.8 20350 1020.0 14.90 2.65 846.0 102.00 3.04


A = Área de la sección
l = Momento de inercia
W = Módulo resistente
i = Radiod e giro = I/A