vigas
Páginas: 2 (363 palabras)
Publicado: 17 de febrero de 2016
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
Dimensiones (mm)
UPN
h
80
b
ee1=r
r1
h1
Sección Peso
A
P
cm2 Kg/m
Referido al eje x-x
Referido al eje y-y
Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
c
80 45 6.0 8.0 4.00 46
11.0
8.64
106
26.5
3.10 1.45 19.46.36
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 5.0098
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 6.951.92 114.0 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
240240 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
53.341.8 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 12.102.60 597.0 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
2.77400 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= Area de la sección
I= Momento de Inercia
W= Modulo Resistente
i= Radio de giro=
I/A
Centro EmpresarialTorre Humboldt, Calle Río Caura, Planta Alta, oficina PA-06. Prados del Este. Caracas
Teléfonos - Fax: (0212) 975.49.45 / 975.30.52 / 975.47.83 / 978.51.16 / 978.51.17
www.sabimet.com
Perfil europeo normal en “U”
ASTM Designation A36
Tolerancias dimensionales E.N. 10024, 10034, 10056
Calidades del acero norma E.N. 10025 S 275JR
Dimensiones (mm)
UPN
h
80
b
ee1=r
r1
h1
Sección Peso
A
P
cm2 Kg/m
Referido al eje x-x
Referido al eje y-y
Ix
cm4
Sx
cm3
Rx
cm
Iy
cm4
Sy
cm3
Ry
cm
c
80 45 6.0 8.0 4.00 46
11.0
8.64
106
26.5
3.10 1.45 19.46.36
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 5.0098
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 6.951.92 114.0 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
240240 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
53.341.8 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 12.102.60 597.0 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
2.77400 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= Area de la sección
I= Momento de Inercia
W= Modulo Resistente
i= Radio de giro=
I/A
Centro EmpresarialTorre Humboldt, Calle Río Caura, Planta Alta, oficina PA-06. Prados del Este. Caracas
Teléfonos - Fax: (0212) 975.49.45 / 975.30.52 / 975.47.83 / 978.51.16 / 978.51.17
www.sabimet.com
Leer documento completo
Regístrate para leer el documento completo.