ejemplo plano de cerchas 2
DESCRIPTION
Ingenieria civilTRANSCRIPT
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????????????? ????????????? ????????????? ?????????????CORDON INFERIOR A2C 100x50x15x2 mm
CORDON DIAGONALA2C 80x40x15x2 mm
CORDON DIAGONALAC 80x40x15x2 mm
3.60 7.20 10.80
34.02
A'
B
B'
34.02
CORDON SUPERIORA2C 100x50x15x2 mm
0.601.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.200.62
1.90
1.90
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????????????? ????????????? ????????????? ?????????????
L=0.63 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=0.60
L=0.42 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20
L=1.
84L=
1.80
L=1.
90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90
L=1.
80
?????????????
PERFIL COSTANERAAC 100x50X15X2mm
PERFIL COSTANERAAC 80x40X15X2mm
40 mm.
80 m
m.
15 m
m.
2 mm.
50 mm.
100
mm
.
15 m
m.
2 mm.
DOBLE PERFIL COSTANERAA2C 80x40X15X2mm
40 mm.
80 m
m.
15 m
m.
2 mm.
DOBLE PERFIL COSTANERAA2C 50x25X12X2mm
12 m
m.
2 mm.
50 m
m.
25 mm.
PERFIL COSTANERAA2C 100x50X15X2mm
50 mm.
100
mm
.
15 m
m.
2 mm.
CORDONA2C 100x50x15x2 mm
CORDONA2C 80x40x15x2 mmCORDON
AC 80x40x15x2 mm
PLACA DE APOYO e= 5 mm.
PERFILL 2" x 2"e= 4 mm
5/8"x12" (PERNOS DE ANCLAJE)
2 PERFIL ESTRUCTURAL
DIAGONAL
2 PERFIL ESTRUCTURAL
2 PERFIL ESTRUCTURAL
SECCION B - B'ESC. 1 : 10
2 PERFIL ESTRUCTURAL
DIAGONAL
2 PERFIL ESTRUCTURAL
SECCION A - A'ESC. 1 : 10
1 PERFIL ESTRUCTURAL
(CERCHA TIPO DENTADO)BLOQUE 5
PLANO DE TECHOSESC 1:1000
PDTE.
CORDONA2C 100x50x15x2 mm
PLACA DE APOYO e= 5 mm.
PERFILL 2" x 2"e= 4 mm
5/8"x12" (PERNOS DE ANCLAJE)
CORDONAC 80x40x15x2 mm
CORDONA2C 80x40x15x2 mm
VIGA DE ARRIOSTREA2C 50x25x12x2 mm
VIGA DE ARRIOSTREA2C 50x25x12x2 mm
CORDONA2C 100x50x15x2 mm
PERFILA2C 50x25x12x2 mm
2 PERFIL ESTRUCTURAL
2 PERFIL ESTRUCTURAL
DIAGONAL
DIAGONAL
1 PERFIL ESTRUCTURAL
2 PERFIL ESTRUCTURAL
SECCION C - C'ESC. 1 : 10
Correas Cordon DiagonalA2C 50x25x12x2 mm
AC 80x40x15x2 mm
Viga de arriostreA2C 50x25x12x2 mm
DETALLESOLDADURA DE CORREAS
ESC. 1:10
DETALLESOLDADURA DE CORREAS
ESC. 1:10
Correas
Soldadura Cordon SuperiorA2C 100x50x15x2 mm
0.99 1.50 0.50 1.00 1.50 1.00 1.50 0.50 1.00 1.00 0.50 0.50 0.50 1.00 1.00
13.99
3.60
7.20
10.8
0
21.6
0
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
0.05
1.20
1.20
1.20
1.20
0.62
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
1.20
0.05
0.60
1.09 1.40 0.60 0.90 1.60 0.90 1.60 0.40 1.10 0.90 0.60 0.40 0.60 0.90 1.10
CORDON INFERIOR A2C 100x50x15x2 mm
CORDON DIAGONALA2C 80x40x15x2 mm
CORDON DIAGONALAC 80x40x15x2 mm
3.60 7.20 10.8034.02
0.601.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.201.200.62
CORDON SUPERIORA2C 100x50x15x2 mm
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CORREAA2C 50x25x12x2 mm
1.241.20 1.21 1.21 1.21 1.211.21 1.21 1.22 1.21
1.21 1.21 1.21 1.211.21 1.21 1.21 1.21
1.21 1.21 1.21 1.211.21 1.21 1.21 1.21
0.87
CORDON DIAGONALAC 80x40x15x2 mmC
1.90
1.90
10.80
?????????????
????????????? ????????????? ?????????????
L=0.63 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=0.60
L=0.42 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20 L=1.20
L=1.
84L=
1.80
L=1.
90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90
L=1.
90
L=1.90
L=1.
90
L=1.90 L=
1.90
L=1.90
L=1.
90
L=1.90
L=1.
90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90
L=1.
90
L=1.90
L=1.
90
L=1.90 L=
1.90
L=1.90
L=1.
90
L=1.90
L=1.
90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90 L=
1.90
L=1.90
L=1.
80
L=0.08 L=0.10
L=1.13 L=1.11 L=1.08
L=0.13
L=1.06
L=0.15
L=1.04
L=0.18
L=1.01
L=0.20
L=0.99
L=0.22
L=0.97
L=0.25
L=0.94
L=0.27
L=0.92
L=0.30
L=0.89
L=0.32
L=0.87
L=0.34
L=0.84
L=0.37
L=0.82
L=0.39
L=0.80
L=0.42
L=0.77
L=0.44
L=0.75
L=0.46
L=0.73
L=0.49
L=0.70
L=0.51
L=0.68
L=0.54
L=0.65
L=0.56
L=0.63
L=0.58
L=0.60
L=0.61
L=0.58
L=0.63
L=0.56
L=0.66
L=0.53
L=0.34
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DETALLE DE APOYO Y ANCLAJE
DIAGONALAC 80x40x15x2 mm
CORDONA2C 100x50x15x2 mm
CORDONA2C 80x40x15x2 mm
PERFILL 2" x 2" e= 4 mm
(PERNOS DE ANCLAJE)
ESC. 1:10
CORDONA2C 100x50x15x2 mm
DIAGONALAC 80x40x15x2 mm
80 mm.
5/8"x12" (PERNOS DE ANCLAJE)
NOTAS???????????????????????????????????
MATERIALES???????????????????????????????????
Electrodo : 6011
SOBRECARGAS:
NOTAS GENERALES
SOBRECARGA NIEVE = 120 Kg/m2
Pintura Anticorrosiva para el acero
Perno A490
Norma Americana AISC LRFD 2000
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CONST. JACHA UTA
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