CÁLCULO DE LA ESTABILIDAD AL VUELCO Y DESLIZAMIENTO PARA SECCIONES DE PRESA >?C =
2,200.00
kg/m3
1,000.00
kg/m3
Libre: h3 =
2.00
m
b1 =
1.00
m
h2 =
24.50
m
b2 =
3.00
m
h1 =
4.00
m
b3 =
18.50
m
hp =
9.50
m
b4 =
1.00
m
h=
28.50
m
b=
23.50
m
406.13
Ton
31858.
#/.m
&"& =
Cá!"# $% & '"%()& *"% +(#,#!& % %m+"-% Fempuje =
Cá!"# $% m#m%/# *"% +(#,#!& % ,#%# M, = Cá!"# $% &4 Á(%&4 *"% 4% (%44%/ & ,#%#
Cá!"# $% #4 +%4#4 *"% 4% (%44%/ & ,#%#
1 =
!9.50
m2
"re#$ %e &'('
)1 =
1!4.90
*on/m
2 =
226.63
m2
"re#$ %e &'('
)2 =
498.58
*on/m
3 =
94.00
m2
"re#$ %e &'('
)3 =
206.80
*on/m
+muro =
400.13
m2/m
)+*o*$ =
880.28
Ton/m
Cá!"# $% m#m%/# *"% (%44% % ,#%# Cá!"# $% $4&/!&4 +&(& % m#m%/# (%44%/% & ,#%#
Cá!"# $% $% #4 m#m%/#4 *"% (%44%/ % ,#%#
-1 =
21.00
m
"re#$ %e &'('
1 =
3,6!2.90
*on.m
-2 =
13.33
m
"re#$ %e &'('
2 =
6,64!.6!
*on.m
-3 =
11.!5
m
"re#$ %e &'('
3 =
2,429.90
*on.m
21650.76
#/.m
MRV = C#%9!%/%4 $% '(!!:/ %4("!"(& ; 4"%#
Cá!"# $% '&!#( $% 4%"($&$ !#/(& ,#%#
3.30
O
Cá!"# $% & '"%()& !#/(& !# /(& $%4)&m%/# 0.!0 616.19
*on
Cá!"# $% '&!#( $% 4%"($&$ !#/(& $%4)&m%/#
.52
O
CÁLCULO DE LA ESTABILIDAD AL VUELCO Y DESLIZAMIENTO PARA SECCIONES DE PRESA >?C =
2,200.00
kg/m3
1,000.00
kg/m3
Libre: h3 =
2.00
m
b1 =
1.00
m
h2 =
21.00
m
b2 =
3.00
m
h1 =
4.00
m
b3 =
15.00
m
hp =
8.33
m
b4 =
1.00
m
h=
25.00
m
b=
20.00
m
312.50
Ton
21@07.6
#/.m
&"& =
Cá!"# $% & '"%()& *"% +(#,#!& % %m+"-% Fempuje =
Cá!"# $% m#m%/# *"% +(#,#!& % ,#%# M, = Cá!"# $% &4 Á(%&4 *"% 4% (%44%/ & ,#%#
Cá!"# $% #4 +%4#4 *"% 4% (%44%/ & ,#%#
1 =
69.00
m2
"re#$ %e &'('
)1 =
151.80
*on/m
2 =
15!.50
m2
"re#$ %e &'('
)2 =
346.50
*on/m
3 =
80.00
m2
"re#$ %e &'('
)3 =
1!6.00
*on/m
+muro =
306.50
m2/m
)+*o*$ =
6!4.30
Ton/m
Cá!"# $% m#m%/# *"% (%44% % ,#%# Cá!"# $% $4&/!&4 +&(& % m#m%/# (%44%/% & ,#%#
Cá!"# $% #4 m#m%/#4 *"% (%44%/ % ,#%#
-1 =
1!.50
m
"re#$ %e &'('
1 =
2,656.50
*on.m
-2 =
11.00
m
"re#$ %e &'('
2 =
3,811.50
*on.m
-3 =
10.00
m
"re#$ %e &'('
3 =
1,!60.00
*on.m
MRV = C#%9!%/%4 $% '(!!:/ %4("!"(& ; 4"%#
81228.00
#/.m
Cá!"# $% '&!#( $% 4%"($&$ !#/(& ,#%#
3.@
O
Cá!"# $% & '"%()& !#/(& $%4)&m%/# 0.!0 4!2.01
*on
Cá!"# $% '&!#( $% 4%"($&$ !#/(& $%4)&m%/#
.5
O
CÁLCULO DE LA ESTABILIDAD AL VUELCO Y DESLIZAMIENTO PARA SECCIONES DE PRESA >?C =
2,200.00
kg/m3
1,000.00
kg/m3
Libre: h3 =
2.00
m
b1 =
1.00
h2 =
15.00
m
b2 =
3.00
m
h1 =
3.00
m
b3 =
9.00
m
&"& =
m
hp =
6.00
m
b4 =
1.00
m
h=
8.00
m
b=
7.00
m
162.00
Ton
62.00
#/.m
Cá!"# $% & '"%()& *"% +(#,#!& % %m+"-% Fempuje =
Cá!"# $% m#m%/# *"% +(#,#!& % ,#%# M, = Cá!"# $% &4 Á(%&4 *"% 4% (%44%/ & ,#%#
Cá!"# $% #4 +%4#4 *"% 4% (%44%/ & ,#%#
1 =
51.00
m2
"re#$ %e &'('
)1 =
112.20
*on/m
2 =
6!.50
m2
"re#$ %e &'('
)2 =
148.50
*on/m
3 =
42.00
m2
"re#$ %e &'('
)3 =
92.40
*on/m
+muro =
160.50
m2/m
)+*o*$ =
353.10
Ton/m
Cá!"# $% m#m%/# *"% (%44% % ,#%# Cá!"# $% $4&/!&4 +&(& % m#m%/# (%44%/% & ,#%#
Cá!"# $% #4 m#m%/#4 *"% (%44%/ % ,#%#
-1 =
11.50
m
"re#$ %e &'('
1 =
1,290.30
*on.m
-2 =
!.00
m
"re#$ %e &'('
2 =
1,039.50
*on.m
-3 =
!.00
m
"re#$ %e &'('
3 =
646.80
*on.m
216@.@0
#/.m
MRV = C#%9!%/%4 $% '(!!:/ %4("!"(& ; 4"%#
Cá!"# $% '&!#( $% 4%"($&$ !#/(& ,#%#
3.0@
O
Cá!"# $% & '"%()& !#/(& $%4)&m%/# 0.!0 24!.1!
*on
Cá!"# $% '&!#( $% 4%"($&$ !#/(& $%4)&m%/#
.53
O
CÁLCULO DE LA ESTABILIDAD AL VUELCO Y DESLIZAMIENTO PARA SECCIONES DE PRESA >?C =
2,200.00
kg/m3
&"& =
1,000.00
kg/m3
Libre: h3 =
2.00
m
b1 =
1.00
m
h2 =
9.00
m
b2 =
3.00
m
h1 =
2.00
m
b3 =
3.00
m
hp =
3.6!
m
b4 =
1.00
m
h=
.00
m
b=
8.00
m
60.50
Ton
22.83
#/.m
Cá!"# $% & '"%()& *"% +(#,#!& % %m+"-% Fempuje =
Cá!"# $% m#m%/# *"% +(#,#!& % ,#%# M, = Cá!"# $% &4 Á(%&4 *"% 4% (%44%/ & ,#%#
Cá!"# $% #4 +%4#4 *"% 4% (%44%/ & ,#%#
1 =
33.00
m2
"re#$ %e &'('
)1 =
!2.60
*on/m
2 =
13.50
m2
"re#$ %e &'('
)2 =
29.!0
*on/m
3 =
16.00
m2
"re#$ %e &'('
)3 =
35.20
*on/m
+muro =
62.50
m2/m
)+*o*$ =
13!.50
Ton/m
Cá!"# $% m#m%/# *"% (%44% % ,#%# Cá!"# $% $4&/!&4 +&(& % m#m%/# (%44%/% & ,#%#
Cá!"# $% #4 m#m%/#4 *"% (%44%/ % ,#%#
-1 =
5.50
m
"re#$ %e &'('
1 =
399.30
*on.m
-2 =
3.00
m
"re#$ %e &'('
2 =
89.10
*on.m
-3 =
4.00
m
"re#$ %e &'('
3 =
140.80
*on.m
MRV = C#%9!%/%4 $% '(!!:/ %4("!"(& ; 4"%#
@2.20
#/.m
Cá!"# $% '&!#( $% 4%"($&$ !#/(& ,#%#
2.87
O
Cá!"# $% & '"%()& !#/(& $%4)&m%/# 0.!0 96.25
*on
Cá!"# $% '&!#( $% 4%"($&$ !#/(& $%4)&m%/#
.5
O
CÁLCULO DE LA ESTABILIDAD AL VUELCO Y DESLIZAMIENTO PARA SECCIONES DE PRESA >?C =
2,200.00
kg/m3
1,000.00
kg/m3
Libre: h3 =
2.00
m
b1 =
1.00
m
h2 =
22.00
m
b2 =
3.00
m
h1 =
4.00
m
b3 =
16.00
m
hp =
8.6!
m
b4 =
1.00
m
h=
[email protected]
m
b=
2.00
m
338.00
Ton
212.33
#/.m
&"& =
Cá!"# $% & '"%()& *"% +(#,#!& % %m+"-% Fempuje =
Cá!"# $% m#m%/# *"% +(#,#!& % ,#%# M, = Cá!"# $% &4 Á(%&4 *"% 4% (%44%/ & ,#%#
Cá!"# $% #4 +%4#4 *"% 4% (%44%/ & ,#%#
1 =
!2.00
m2
"re#$ %e &'('
)1 =
158.40
*on/m
2 =
1!6.00
m2
"re#$ %e &'('
)2 =
38!.20
*on/m
3 =
84.00
m2
"re#$ %e &'('
)3 =
184.80
*on/m
+muro =
332.00
m2/m
)+*o*$ =
!30.40
Ton/m
Cá!"# $% m#m%/# *"% (%44% % ,#%# Cá!"# $% $4&/!&4 +&(& % m#m%/# (%44%/% & ,#%#
Cá!"# $% #4 m#m%/#4 *"% (%44%/ % ,#%#
-1 =
18.50
m
"re#$ %e &'('
1 =
2,930.40
*on.m
-2 =
11.6!
m
"re#$ %e &'('
2 =
4,51!.33
*on.m
-3 =
10.50
m
"re#$ %e &'('
3 =
1,940.40
*on.m
MRV = C#%9!%/%4 $% '(!!:/ %4("!"(& ; 4"%#
1388.3
#/.m
Cá!"# $% '&!#( $% 4%"($&$ !#/(& ,#%#
3.20
O
Cá!"# $% & '"%()& !#/(& $%4)&m%/# 0.!0 511.28
*on
Cá!"# $% '&!#( $% 4%"($&$ !#/(& $%4)&m%/#
.5
O
