EJEMPLO PLANO DE CERCHAS 2
1
9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ CORDON INFERIOR A2C 100x50x15x2 mm CORDON DIAGONAL A2C 80x40x15x2 mm CORDON DIAGONAL AC 80x40x15x2 mm 3.60 7.20 10.80 34.02 A' B B' 34.02 CORDON SUPERIOR A2C 100x50x15x2 mm 0.60 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 1.20 1.20 1.20 1.20 0.62 1.90 1.90 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 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=1.84 L=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 9,*$ '( + $ PERFIL COSTANERA AC 100x50X15X2mm PERFIL COSTANERA AC 80x40X15X2mm 40 mm. 80 mm. 15 mm. 2 mm. 50 mm. 100 mm. 15 mm. 2 mm. DOBLE PERFIL COSTANERA A2C 80x40X15X2mm 40 mm. 80 mm. 15 mm. 2 mm. DOBLE PERFIL COSTANERA A2C 50x25X12X2mm 12 mm. 2 mm. 50 mm. 25 mm. PERFIL COSTANERA A2C 100x50X15X2mm 50 mm. 100 mm. 15 mm. 2 mm. CORDON A2C 100x50x15x2 mm CORDON A2C 80x40x15x2 mm CORDON AC 80x40x15x2 mm PLACA DE APOYO e= 5 mm. PERFIL L 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 TECHOS ESC 1:1000 PDTE. CORDON A2C 100x50x15x2 mm PLACA DE APOYO e= 5 mm. PERFIL L 2" x 2" e= 4 mm 5/8"x12" (PERNOS DE ANCLAJE) CORDON AC 80x40x15x2 mm CORDON A2C 80x40x15x2 mm VIGA DE ARRIOSTRE A2C 50x25x12x2 mm VIGA DE ARRIOSTRE A2C 50x25x12x2 mm CORDON A2C 100x50x15x2 mm PERFIL A2C 50x25x12x2 mm 2 PERFIL ESTRUCTURAL 2 PERFIL ESTRUCTURAL DIAGONAL DIAGONAL 1 PERFIL ESTRUCTURAL 2 PERFIL ESTRUCTURAL SECCION C - C' ESC. 1 : 10 Correas Cordon Diagonal A2C 50x25x12x2 mm AC 80x40x15x2 mm Viga de arriostre A2C 50x25x12x2 mm DETALLE SOLDADURA DE CORREAS ESC. 1:10 DETALLE SOLDADURA DE CORREAS ESC. 1:10 Correas Soldadura Cordon Superior A2C 100x50x15x2 m 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 10.80 21.60 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 DIAGONAL A2C 80x40x15x2 mm CORDON DIAGONAL AC 80x40x15x2 mm 3.60 7.20 10.80 34.02 0.60 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 1.20 1.20 1.20 1.20 0.62 CORDON SUPERIOR A2C 100x50x15x2 mm 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ CORREA A2C 50x25x12x2 mm 1.24 1.20 1.21 1.21 1.21 1.21 1.21 1.21 1.22 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 1.21 0.87 CORDON DIAGONAL AC 80x40x15x2 mm C 1.90 1.90 10.80 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 9,*$ '( + $ 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=1.84 L=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 9,*$ '( + $ 9,*$ '( + $ DETALLE DE APOYO Y ANCLAJE DIAGONAL AC 80x40x15x2 mm CORDON A2C 100x50x15x2 mm CORDON A2C 80x40x15x2 mm PERFIL L 2" x 2" e= 4 mm (PERNOS DE ANCLAJE) ESC. 1:10 CORDON A2C 100x50x15x2 mm DIAGONAL AC 80x40x15x2 mm 80 mm. 5/8"x12" (PERNOS DE ANCLAJE) NOTAS 'LVHxR GH 3HUILOHV 0HWiOLFRV VHJ~Q MATERIALES $FHUR SDUD 3HUILOHV 0HWiOLFRV $ Electrodo : 6011 SOBRECARGAS: NOTAS GENERALES SOBRECARGA NIEVE = 120 Kg/m2 Pintura Anticorrosiva para el acero Perno A490 Norma Americana AISC LRFD 2000 2'4(+.'5 %7$+'46# /'6#.+%# 2.#06# Ä %'4%*# /'6#.+%# %'4%*# .#6'4#. 6+21 &'06#&1 &'6#..' &' #21;1 %7$+'46# /'6#.+%# 2'4(+.'5 .10)+67&'5 %7$+'46# /'6#.+%# %'4%*# %'064#. 6+21 &'06#&1 CONST. JACHA UTA &'6#..' &' #21;1 '537'/# 0 & %7$+'46# '537'/# 0 & %7$+'46# &'6#..' &' #21;1
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Transcript of EJEMPLO PLANO DE CERCHAS 2
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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
?????????????
????????????? ????????????? ????????????? ?????????????
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
?????????????????????????? ????????????? ?????????????
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
??????????????????????????
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
?????????????????????????
???????????????????????????????????????????????????
????????????????
????????????????? ????????
???????????????????????????
???????????????????????????
CONST. JACHA UTA
????????????????
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