Copia de Diseño de Zapatas
30
DISE O DE ZAPATAS PROYECTO: COOP. SAN CRISTOBAL DE HUAMANGA ZAPATA :Z1 (2.00 x 1.60 m) Pu Ton Mu Ton-m Seccion de Columna P muerta 50.00 M muerta 0.91 P viva 12.00 M viva 0.33 Base 0.50 P sismo 0 M sismo 0.00 Altura 0.30 fc 210 !"#cm2 f$ %200 !"#cm2 $ 1.50 !"#cm2 Base 1.59 !"#cm2 Altura & P!"#m!$%#&$'m#!$ & "! ' Z'*' ' Asumimos un 'eralte d ( 0.50 m )imensiones )efinitivas Asumimos * ( 2.%0 m * ( 2.00 m Tenemos B ( 1.+0 m B ( 1.,0 m R!'++#,$ Am* #-#+'"' "! S ! & 3.13 !"#cm2 1.95 /!#-#+'+#,$ "! P!' ! $ P $ &'$m#!$ & Peralte adecuado At ( 32000.00 cm2 Ao ( 000.00 cm2 +522%.25 !" & /c ( 1.1 rai fc 4o d 2%3 9. + !" *o1 ( 0.00 cm *o2 ( 100.00 cm *o& ( 5.00 cm C& ! *o$ ( 35.00 cm Sentido Peralte adecuado Sentido 6 Peralte adecuado Ao ( 1000.00 cm2 5,00.00 cm2 313%.3% !" 1+552.33 !" /c ( 0.53 rai fc * d ,52 3.,5 !" 5222,.92 !" D#%! & *& !x#,$ Considerando cuant7a m7nima ( 0.001 S!$ #"& 3 S!$ #"& Y Mu(8 * *#2( 1 11,50.,9 !"-cm 9% 13 .9 !"-cm 8 ( 0.02%31 0.01009 0.00122 0.00050 A!' 4 15.50 cm2 1 .00 cm2 N7 "! 8''%S (+m) N7 "! 8''% S s t B (1# t P#*:, M# * * n ( 1#B P#*:, M# * * n ( /u ( n At-Ao ( /u ( n Ao ( cuant7a ρ ( * ; *o1 *o2
-
Upload
mario-huayhua-berrocal -
Category
Documents
-
view
21 -
download
0
description
ZAPATAS
Transcript of Copia de Diseño de Zapatas
Pu Ton Mu Ton-m Seccion de Columna
P muerta 50.00 M muerta 0.91
P viva 12.00 M viva 0.33 Base 0.50
P sismo 0 M sismo 0.00 Altura 0.30
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.+0 m B ( 1.,0 m
R!'++#,$ Am*#-#+'"' "! S!&
3.13 !"#cm2 1.95
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 0.00 cm
*o2 ( 100.00 cm
*o& ( 5.00 cm
Ao ( 1000.00 cm2 5,00.00 cm2
313%.3% !" 1+552.33 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.02%31 0.01009
s
t
n (
12; 11 1%.2+ 12; 1% 1%.2
<; + 23.39 <; 9 23.13
Pu Ton Mu Ton-m Seccion de Columna
P muerta 2.00 M muerta 0.3,
P viva 20.00 M viva 0.2+ Base 0.,0 m
P sismo 0 M sismo 0.00 Altura 0.%0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.5+ m B ( 1.30 m
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( 90.00 cm
*o2 ( 110.00 cm
*o& ( -15.00 cm
Ao ( -3300.00 cm2 5200.00 cm2
0.00 !" 1%%9%.21 !"
/c ( 0.53raifc*d +112.02 !" %2%3%.3+ !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.02%2% 0.003,2
A!' 4 11.=0 cm2 1>.0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1, +.%3 9; 2 +.,2
12; 9 1%.25 12; 15 1%.29
<; , 23.+1 <; 10 23.03
n (
ZAPATA : Z9 (0.1.20 x 0.0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta .+0 M muerta 0.01
P viva 5.50 M viva 0.01 Base 0.30 m
P sismo 0 M sismo 0.00 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 100.00 cm
*o2 ( 0.00 cm
*o& ( -20.00 cm
Ao ( -200.00 cm2 -%50.00 cm2
0.00 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00393 0.001+%
A!' 4 .10 cm2 12.60 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 11 +.21 9; 1 +.%,
12; , 1%.21 12; 10 1%.2,
<; % 2%.59 <; , 23.5
n (
ZAPATA : Z9 (1.60 x 0.>0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 13.00 M muerta 0.00
P viva 10.00 M viva 0.00 Base 0.30 m
P sismo 0 M sismo 3.15 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.,0 m B ( 1.,0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.,0 !"#cm2 1.95
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 100.00 cm
*o2 ( 0.00 cm
*o& ( 15.00 cm
Ao ( 1350.00 cm2 -%00.00 cm2
3515.,3 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00110 0.011+2
A!' 4 15.50 cm2 .10 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 20 +.52 9; 11 +.21
12; 11 1%.2+ 12; , 1%.21
<; + 23.39 <; % 2%.59
n (
Pu Ton Mu Ton-m Seccion de Columna
P muerta 19.00 M muerta 0.05
P viva 12.00 M viva 0.12 Base 0.50 m
P sismo 0 M sismo 3.35 Altura 0.,0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.2% m B ( 1.30 m
R!'++#,$ Am*#-#+'"' "! S!&
2.%% !"#cm2 1.95
&
/c ( 1.1raifc4od 2%53.1 !" *o1 ( 110.00 cm
*o2 ( 100.00 cm
*o& ( -10.00 cm
Ao ( -1,00.00 cm2 0.00 cm2
0.00 !" 0.00 !"
/c ( 0.53raifc*d 5222,.92 !" %2%3%.3+ !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00,% 0.00%1%
A!' 4 11.=0 cm2 15.50 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1, +.%3 9; 20 +.52
12; 9 1%.25 12; 11 1%.2+
<; , 23.+1 <; + 23.39
n (
ZAPATA : Z< (0>.00 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 5.50 M muerta 0.00
P viva 2.5+ M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.5, m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.0% !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( 100.00 cm
*o2 ( +5.00 cm
Ao ( -2%+5.00 cm2 -2100.00 cm2
0.00 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.000+ 0.00110
A!' 4 6.90 cm2 .10 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 9 ,.99 9; 11 +.21
12; 5 1%.1, 12; , 1%.21
<; 3 25.5 <; % 2%.59
n (
Pu Ton Mu Ton-m Seccion de Columna
P muerta 5.50 M muerta 0.00
P viva 2.5+ M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.5, m B ( 1.00 m
R!'++#,$ Am*#-#+'"' "! S!&
1.29 !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( 100.00 cm
*o2 ( +5.00 cm
*o& ( -12.50 cm
Ao ( -1250.00 cm2 -2500.00 cm2
0.00 !" 0.00 !"
/c ( 0.53raifc*d 32,%1.3 !" 32,%1.3 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.0005 0.00192
A!' 4 >.00 cm2 >.00 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 13 +.2 9; 13 +.2
12; + 1%.22 12; + 1%.22
<; 5 2%.29 <; 5 2%.29
s
t
n (
ZAPATA : Z6 (0.>0 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta %3.00 M muerta 0.00
P viva 2,.00 M viva 0.00 Base 0.50 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 2.0, m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( 100.00 cm
*o2 ( 100.00 cm
*o& ( -%0.00 cm
Ao ( -2,000.00 cm2 1+500.00 cm2
0.00 !" %20+.,9 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.2+% 0.0002,
A!' 4 5.0 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; ,9 0.1 9; 2 +.0
12; 3 1.%9 12; %5 1%.32
<; 2% 2.35 <; 29 22.%
n (
ZAPATA : Z6 (0.>0 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 3%.00 M muerta 0.00
P viva 23.00 M viva 0.00 Base 0.+5 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.+9 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.03 !"#cm2 1.95
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( +5.00 cm
*o2 ( 125.00 cm
*o& ( -52.50 cm
0.00 !" 3+315.3 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.2%539 0.00001
A!' 4 52.>5 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; ,0 0.92 9; 2 +.0
12; 33 1.+0 12; %5 1%.32
<; 21 2.,9 <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 25.00 M muerta 0.00
P viva 1,.00 M viva 0.00 Base 0.50 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.%3 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.%, !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( +5.00 cm
*o2 ( 100.00 cm
*o& ( -%0.00 cm
Ao ( -2,000.00 cm2 13+5.00 cm2
0.00 !" 2,++5.00 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1,+0% 0.00015
A!' 4 2>.29 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %1 1.3+ 9; 2 +.0
12; 23 2.5% 12; %5 1%.32
<; 15 %.0% <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 29.00 M muerta 0.00
P viva 1,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.%0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.5+ m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.59 !"#cm2 1.95
&
/c ( 1.1raifc4od 2235,5.+1 !" *o1 ( 90.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 1+50.00 cm2
0.00 !" 23,3.5 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1+%3, 0.0005
0.00+2 0.0000%
A!' 4 90.<1 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %3 1.31 9; 2 +.0
12; 2% 2.%3 12; %5 1%.32
<; 15 3., <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 9.00 M muerta 0.00
P viva ,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.9% m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
0.53 !"#cm2 1.95
&
/c ( 1.1raifc4od 2032%1.5, !" *o1 ( +5.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 13+5.00 cm2
0.00 !" 913.%, !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.05+11 0.00029
A!' 4 10.00 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1% %.21 9; 2 +.0
12; .15 12; %5 1%.32
<; 5 13.+, <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 13.00 M muerta 0.00
P viva ,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.+9 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
0.,+ !"#cm2 1.95
&
/c ( 1.1raifc4od 2032%1.5, !" *o1 ( +5.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 13+5.00 cm2
0.00 !" 1223,.5% !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.0+1, 0.0003,
A!' 4 12.< cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1 3.29 9; 2 +.0
12; 10 ,.29 12; %5 1%.32
<; , 10.%0 <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 2,.0 M muerta 0.00
P viva 15.10 M viva 0.00 Base 0.95 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.29 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.%, !"#cm2 1.95
&
/c ( 1.1raifc4od 290+.,2 !" *o1 ( +5.00 cm
*o2 ( 1%5.00 cm
Ao ( -%0,25.00 cm2 13+5.00 cm2
0.00 !" 2,++5.00 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1,+0% 0.0002%
A!' 4 2>.29 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %1 1.3+ 9; 2 +.0
12; 23 2.5% 12; %5 1%.32
<; 15 %.0% <; 29 22.%
n (
12.+2 +.33
P muerta 50.00 M muerta 0.91
P viva 12.00 M viva 0.33 Base 0.50
P sismo 0 M sismo 0.00 Altura 0.30
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.+0 m B ( 1.,0 m
R!'++#,$ Am*#-#+'"' "! S!&
3.13 !"#cm2 1.95
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 0.00 cm
*o2 ( 100.00 cm
*o& ( 5.00 cm
Ao ( 1000.00 cm2 5,00.00 cm2
313%.3% !" 1+552.33 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.02%31 0.01009
s
t
n (
12; 11 1%.2+ 12; 1% 1%.2
<; + 23.39 <; 9 23.13
Pu Ton Mu Ton-m Seccion de Columna
P muerta 2.00 M muerta 0.3,
P viva 20.00 M viva 0.2+ Base 0.,0 m
P sismo 0 M sismo 0.00 Altura 0.%0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.5+ m B ( 1.30 m
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( 90.00 cm
*o2 ( 110.00 cm
*o& ( -15.00 cm
Ao ( -3300.00 cm2 5200.00 cm2
0.00 !" 1%%9%.21 !"
/c ( 0.53raifc*d +112.02 !" %2%3%.3+ !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.02%2% 0.003,2
A!' 4 11.=0 cm2 1>.0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1, +.%3 9; 2 +.,2
12; 9 1%.25 12; 15 1%.29
<; , 23.+1 <; 10 23.03
n (
ZAPATA : Z9 (0.1.20 x 0.0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta .+0 M muerta 0.01
P viva 5.50 M viva 0.01 Base 0.30 m
P sismo 0 M sismo 0.00 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 100.00 cm
*o2 ( 0.00 cm
*o& ( -20.00 cm
Ao ( -200.00 cm2 -%50.00 cm2
0.00 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00393 0.001+%
A!' 4 .10 cm2 12.60 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 11 +.21 9; 1 +.%,
12; , 1%.21 12; 10 1%.2,
<; % 2%.59 <; , 23.5
n (
ZAPATA : Z9 (1.60 x 0.>0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 13.00 M muerta 0.00
P viva 10.00 M viva 0.00 Base 0.30 m
P sismo 0 M sismo 3.15 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.,0 m B ( 1.,0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.,0 !"#cm2 1.95
&
/c ( 1.1raifc4od 2%39.+ !" *o1 ( 100.00 cm
*o2 ( 0.00 cm
*o& ( 15.00 cm
Ao ( 1350.00 cm2 -%00.00 cm2
3515.,3 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00110 0.011+2
A!' 4 15.50 cm2 .10 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 20 +.52 9; 11 +.21
12; 11 1%.2+ 12; , 1%.21
<; + 23.39 <; % 2%.59
n (
Pu Ton Mu Ton-m Seccion de Columna
P muerta 19.00 M muerta 0.05
P viva 12.00 M viva 0.12 Base 0.50 m
P sismo 0 M sismo 3.35 Altura 0.,0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.2% m B ( 1.30 m
R!'++#,$ Am*#-#+'"' "! S!&
2.%% !"#cm2 1.95
&
/c ( 1.1raifc4od 2%53.1 !" *o1 ( 110.00 cm
*o2 ( 100.00 cm
*o& ( -10.00 cm
Ao ( -1,00.00 cm2 0.00 cm2
0.00 !" 0.00 !"
/c ( 0.53raifc*d 5222,.92 !" %2%3%.3+ !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.00,% 0.00%1%
A!' 4 11.=0 cm2 15.50 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1, +.%3 9; 20 +.52
12; 9 1%.25 12; 11 1%.2+
<; , 23.+1 <; + 23.39
n (
ZAPATA : Z< (0>.00 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 5.50 M muerta 0.00
P viva 2.5+ M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.5, m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.0% !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( 100.00 cm
*o2 ( +5.00 cm
Ao ( -2%+5.00 cm2 -2100.00 cm2
0.00 !" 0.00 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.000+ 0.00110
A!' 4 6.90 cm2 .10 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 9 ,.99 9; 11 +.21
12; 5 1%.1, 12; , 1%.21
<; 3 25.5 <; % 2%.59
n (
Pu Ton Mu Ton-m Seccion de Columna
P muerta 5.50 M muerta 0.00
P viva 2.5+ M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.5, m B ( 1.00 m
R!'++#,$ Am*#-#+'"' "! S!&
1.29 !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( 100.00 cm
*o2 ( +5.00 cm
*o& ( -12.50 cm
Ao ( -1250.00 cm2 -2500.00 cm2
0.00 !" 0.00 !"
/c ( 0.53raifc*d 32,%1.3 !" 32,%1.3 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.0005 0.00192
A!' 4 >.00 cm2 >.00 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 13 +.2 9; 13 +.2
12; + 1%.22 12; + 1%.22
<; 5 2%.29 <; 5 2%.29
s
t
n (
ZAPATA : Z6 (0.>0 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta %3.00 M muerta 0.00
P viva 2,.00 M viva 0.00 Base 0.50 m
P sismo 0 M sismo 2.,5 Altura 0.50 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 2.0, m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( 100.00 cm
*o2 ( 100.00 cm
*o& ( -%0.00 cm
Ao ( -2,000.00 cm2 1+500.00 cm2
0.00 !" %20+.,9 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.2+% 0.0002,
A!' 4 5.0 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; ,9 0.1 9; 2 +.0
12; 3 1.%9 12; %5 1%.32
<; 2% 2.35 <; 29 22.%
n (
ZAPATA : Z6 (0.>0 x 0.=0 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 3%.00 M muerta 0.00
P viva 23.00 M viva 0.00 Base 0.+5 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.+9 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
2.03 !"#cm2 1.95
&
/c ( 1.1raifc4od 2+09.+5 !" *o1 ( +5.00 cm
*o2 ( 125.00 cm
*o& ( -52.50 cm
0.00 !" 3+315.3 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.2%539 0.00001
A!' 4 52.>5 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; ,0 0.92 9; 2 +.0
12; 33 1.+0 12; %5 1%.32
<; 21 2.,9 <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 25.00 M muerta 0.00
P viva 1,.00 M viva 0.00 Base 0.50 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.%3 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.%, !"#cm2 1.95
&
/c ( 1.1raifc4od 23+115.15 !" *o1 ( +5.00 cm
*o2 ( 100.00 cm
*o& ( -%0.00 cm
Ao ( -2,000.00 cm2 13+5.00 cm2
0.00 !" 2,++5.00 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1,+0% 0.00015
A!' 4 2>.29 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %1 1.3+ 9; 2 +.0
12; 23 2.5% 12; %5 1%.32
<; 15 %.0% <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 29.00 M muerta 0.00
P viva 1,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.%0 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.5+ m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.59 !"#cm2 1.95
&
/c ( 1.1raifc4od 2235,5.+1 !" *o1 ( 90.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 1+50.00 cm2
0.00 !" 23,3.5 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1+%3, 0.0005
0.00+2 0.0000%
A!' 4 90.<1 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %3 1.31 9; 2 +.0
12; 2% 2.%3 12; %5 1%.32
<; 15 3., <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 9.00 M muerta 0.00
P viva ,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.9% m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
0.53 !"#cm2 1.95
&
/c ( 1.1raifc4od 2032%1.5, !" *o1 ( +5.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 13+5.00 cm2
0.00 !" 913.%, !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.05+11 0.00029
A!' 4 10.00 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1% %.21 9; 2 +.0
12; .15 12; %5 1%.32
<; 5 13.+, <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 13.00 M muerta 0.00
P viva ,.00 M viva 0.00 Base 0.25 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 0.+9 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
0.,+ !"#cm2 1.95
&
/c ( 1.1raifc4od 2032%1.5, !" *o1 ( +5.00 cm
*o2 ( +5.00 cm
Ao ( -1++5.00 cm2 13+5.00 cm2
0.00 !" 1223,.5% !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.0+1, 0.0003,
A!' 4 12.< cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; 1 3.29 9; 2 +.0
12; 10 ,.29 12; %5 1%.32
<; , 10.%0 <; 29 22.%
n (
ZAPATA : Z10 (1.0 x 1.60 m)
Pu Ton Mu Ton-m Seccion de Columna
P muerta 2,.0 M muerta 0.00
P viva 15.10 M viva 0.00 Base 0.95 m
P sismo 0 M sismo 2.,5 Altura 0.25 m
fc 210 !"#cm2
)imensiones )efinitivas
Tenemos B ( 1.29 m B ( 0.+0 m
R!'++#,$ Am*#-#+'"' "! S!&
1.%, !"#cm2 1.95
&
/c ( 1.1raifc4od 290+.,2 !" *o1 ( +5.00 cm
*o2 ( 1%5.00 cm
Ao ( -%0,25.00 cm2 13+5.00 cm2
0.00 !" 2,++5.00 !"
/c ( 0.53raifc*d 2121+1.+ !" 22%9.2 !"
D#%!& *& !x#,$ Considerando cuant7a m7nima ( 0.001
S!$#"& 3 S!$#"& Y
8 ( 0.1,+0% 0.0002%
A!' 4 2>.29 cm2 <.<0 cm2
N7 "! 8''% S (+m) N7 "! 8''% S 9; %1 1.3+ 9; 2 +.0
12; 23 2.5% 12; %5 1%.32
<; 15 %.0% <; 29 22.%
n (
12.+2 +.33
