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Calculo de Albañileria
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Transcript of Calculo de Albañileria
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7/26/2019 Calculo de Albaileria
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MUROS EN X1
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
Y1 Y2
L = 2.60 m L = 3.10 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.650 m 1/4*L= 0.775 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m
"1/2 #1= 1.30 m "1/2 #1= 1.55 m
MUROS EN X2
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
Y3
L = 3.10 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.775 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m"1/2 #1= 1.55 m "1/2 #1= 0.00 m
MUROS EN X5
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
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L = 3.130 m
MUEROS TRANSVERSALES
L = 0.00 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.000 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m
"1/2 #1= 0.00 m "1/2 #1= 0.00 m
MUROS EN X6
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
Y2
L = 3.10 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.775 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 mel may! 0.780 m el may! 0.780 m
"1/2 #1= 1.55 m "1/2 #1= 0.00 m
MUROS EN X7
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
Y10 Y4
L = 3.10 m L = 4.13 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.775 m 1/4*L= 1.033 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 1.033 m
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Y11
L = 3.10 m
n*t= 0.794 m
1/4*L= 0.775 m
6*t= 0.780 m
el may! 0.780 m
"1/2 #1= 1.55 m
MUROS EN X11
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
L = 0.00 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.000 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m"1/2 #1= 0.00 m "1/2 #1= 0.00 m
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MUROS EN Y1
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
X1
L = 3.13 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.783 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.783 m el may! 0.780 m"1/2 #1= 1.57 m "1/2 #1= 0.00 m
MUROS EN Y2
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
X1
L = 3.13 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.783 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.783 m el may! 0.780 m
"1/2 #1= 1.57 m "1/2 #1= 0.00 m
MUROS EN Y3
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
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Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
X2
L = 2.60 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.650 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m
"1/2 #1= 1.30 m "1/2 #1= 0.00 m
MUROS EN Y4
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
MUEROS TRANSVERSALES
X7L = 1.43 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.358 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m
"1/2 #1= 0.72 m "1/2 #1= 0.00 m
MUROS EN Y8
f'c= 175.0 kg/cm2F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 m
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MUEROS TRANSVERSALES
X7
L = 3.13 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.783 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.783 m el may! 0.780 m"1/2 #1= 1.57 m "1/2 #1= 0.00 m
MUROS EN Y9
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 mL = 3.130 m
MUEROS TRANSVERSALES
X10
L = 3.13 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.783 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.783 m el may! 0.780 m
"1/2 #1= 1.57 m "1/2 #1= 0.00 m
MUROS EN Y10
f'c= 175.0 kg/cm2
F'm= 65.0 kg/cm2
v'm= 8.1 kg/cm2
Em= 32500.0 kg/cm2
Ec= 198431.3 kg/cm2
n= 6.11
t= 0.130 m
L = 3.130 mMUEROS TRANSVERSALES
X7
L = 1.43 m L = 0.00 m
n*t= 0.794 m n*t= 0.794 m
1/4*L= 0.358 m 1/4*L= 0.000 m
6*t= 0.780 m 6*t= 0.780 m
el may! 0.780 m el may! 0.780 m
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"1/2 #1= 0.72 m "1/2 #1= 0.00 m
