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Vn = 15.35 Tnf'c = 210.00 Kg/cm2f'y = 4200.00 Kg/cm2
Direccion x-x Longitud de Muros ALTURA
MUROS Longitud (m) t(m) h (m)
1 5.30 0.15 3.152 5.30 0.15 3.153 2.45 0.15 3.15456789101112
Direccion y-y Longitud de Muros ALTURA
MUROS L t h (m)
1 9.00 0.15 3.15
Centro de Masas Y Centro de Rigidez
2 9.00 0.15 3.153 0.00 0.00 0.00456789101112
CENTRO DE MASAXcm =Ycm =
P.E. P.Total Centroide de Muros P*X P*Y
(tn/m3) (Tn) xi (m) yi (m) (tn-m) (tn-m)
1.90 4.76 2.65 0.08 12.61 0.361.90 4.76 2.65 8.93 12.61 42.471.90 2.20 1.23 4.50 2.69 9.901.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.00
P.E. P.Total Centroide de Muros P*X P*Y
(tn/m3) (Tn) xi (m) yi (m) (tn-m) (tn-m)
1.90 8.08 0.08 4.50 0.61 36.36
Centro de Masas Y Centro de Rigidez
1.90 8.08 5.23 4.50 42.26 36.361.90 0.00 0.00 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.001.90 0.00 0.00 0.00
= 27.88 70.78 125.44
CENTRO DE MASA CENTRO DE RIGIDEZ2.54 m Xcr = #DIV/0! m4.50 m Ycr = #DIV/0! m
SECCION TRANSFORMADA DEL MURO
f'm Em Ec n
kg/cm2 kg/cm2 kg/cm2 Ec/Em
65.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.69
SECCION TRANSFORMADA DEL MUROf'm Em Ec n
kg/cm2 kg/cm2 kg/cm2 Ec/Em
65.00 32500.00 217,370.65 6.69
Centro de Masas Y Centro de Rigidez
65.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.6965.00 32500.00 217,370.65 6.69
KxiYiKxi
YCR)*(
KyixiKyi
XCR)*(
SECCION TRANSFORMADA DEL MURO
n*t A alma Area Total Inercia Tot.
m (m2) (m2) (m4)
1.00 0.74 1.38 5.741.00 0.74 1.38 5.741.00 0.37 0.95 0.960.000.000.000.000.000.000.000.000.00
SECCION TRANSFORMADA DEL MUROn*t A alma Area Total Inercia Tot.
m (m2) (m2) (m4)
1.00 1.35 2.14 0.26
1.00 1.35 2.00 0.170.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.00
Factor de forma
G = 0.4*Em f RIGIDEZ DE MUROS
kg/cm2 A / Aalma MUROS Kxi (kg/cm)
13,000.00 1.88 1 2,593.9013,000.00 1.88 2 2,593.9013,000.00 2.59 3 1,006.7713,000.00 #DIV/0! 4 #DIV/0!13,000.00 #DIV/0! 5 #DIV/0!13,000.00 #DIV/0! 6 #DIV/0!13,000.00 #DIV/0! 7 #DIV/0!13,000.00 #DIV/0! 8 #DIV/0!13,000.00 #DIV/0! 9 #DIV/0!13,000.00 #DIV/0! 10 #DIV/0!13,000.00 #DIV/0! 11 #DIV/0!13,000.00 #DIV/0! 12 #DIV/0!
6,194.58kxi
Factor de formaG = 0.4*Em f KY
kg/cm2 A / Aalma MUROS KYi (kg/cm)
13,000.00 1.59 1 707.98
13,000.00 1.48 2 484.2113,000.00 3 #DIV/0!13,000.00 4 #DIV/0!13,000.00 5 #DIV/0!13,000.00 6 #DIV/0!13,000.00 7 #DIV/0!13,000.00 8 #DIV/0!13,000.00 9 #DIV/0!13,000.00 10 #DIV/0!13,000.00 11 #DIV/0!13,000.00 12 #DIV/0!
1,192.20kyi
RIGIDEZ DE MUROS
Vmx (Tn) %Vx
194.54 6.43 41.8723,150.59 6.43 41.874,530.49 2.49 16.25#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!27,875.62 100.00
(kxi * yi)
KY
VmY (Tn) %Vy
53.10 9.12 59.38
CORTANTE DE TRASLACION
Momento K (Kxi * Yi)
CORTANTE DE TRASLACION
Momento K (Kyi * Xi)
KVnKVm *
2,532.43 6.23 40.62#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0!2,585.53 100.00(kyi * xi)
CRx: 2.17CRY: 4.50
Correccion por Torsin
Kx*(Yi-Ycr) Kx*(Yi-Ycr) Vx (Tn)
-11,478.02 50,790.26 -0.4311,478.02 50,790.26 0.43
0.00 0.00 0.00
101,580.52
Correccion por Torsin
Ky*(Xi-Xcr) Ky*(Xi-Xcr) Vxy (Tn)
-1,482.31 3,103.53 -0.06
VyVmyVy
1,482.31 4,537.79 0.06
7,641.33
MTx 6.91MTy 4.07
J: 109,221.84
KxiYiKxi
YCR)*(
KyixiKyi
XCR)*(
Mx 1
Mx 2
Mx 3
My 1
My 3
My 2
CORTANTE DISEO
%Vx MUROS
6.43 41.87 1 9.9006.86 44.66 2 9.9002.49 16.25 3 1.000
456789
101112
102.79
CORTANTE DISEO
%Vy MUROS
9.12 59.38 1 3.720
Vex Diseo (Tn)
AREA TRIB.
m2
Vey Diseo (Tn)
AREA TRIB.
m2
VxVmxVx VyVmyVy
6.29 40.97 2 4.3403456789
101112
100.36
Mx 1
Mx 2
Mx 3
My 1
My 3
My 2
Cantidad N Pisos = 1
S/C = 200 kg/m2S/C azot.= 150 kg/m2peso losa 300 kg/m2
piso terminado 100 kg/m2
Pm (Tn)
16.85 4.76 21.61 1.98 23.5916.85 4.76 21.61 1.98 23.5916.85 2.20 19.05 0.20 19.25
Pm (Tn)
#VALUE! 0.00 #VALUE! 0.00 #VALUE!
P losa (Tn)
Pm (Tn)
100% P CM (Tn)
100% P CV (Tn)
P losa (Tn)
Pm (Tn)
100% P CM (Tn)
100% P CV (Tn)
0.00 0.00 0.00 0.00
DISEO POR COMPRESIN AXIAL
MUROS fa (kg/cm) Fa (kg/cm)
1 2.97 8.32 9.752 2.97 8.32 9.753 5.24 8.32 9.75456789101112
DISEO POR COMPRESIN AXIAL
MUROS fa (kg/cm) Fa (kg/cm)
1 #VALUE! 8.32 9.75
0.15 f'm (kg/cm)
0.15 f'm (kg/cm)
2 0.00 8.32 9.753456789101112
DISEO POR FLEXOCOMPRESION
DISEO POR COMPRESIN AXIAL Vi (Cortante)
OK 6.43 0.00 0.00OK 6.86 0.00 0.00OK 2.49 0.00 0.00
DISEO POR FLEXOCOMPRESIONDISEO POR COMPRESIN AXIAL Vi (Cortante)
#VALUE! 9.12 0.00 0.00
fa < Fa
OK 6.29 0.00 0.00
DISEO POR FLEXOCOMPRESION
fi (Fuerza) R h
Tn m Tn-m
6.43 0.00 0.00 6.43 3.15 20.256.86 0.00 0.00 6.86 3.15 21.592.49 0.00 0.00 2.49 3.15 7.86
DISEO POR FLEXOCOMPRESIONfi (Fuerza) R h
Tn m Tn-m
9.12 0.00 0.00 9.12 3.15 28.71
Momento (Me)
Primer Nivel (Tn)
Segundo Nivel (Tn)
Tercer Nivel (Tn)
Momento (Me)
Primer Nivel (Tn)
Segundo Nivel (Tn)
Tercer Nivel (Tn)
6.29 0.00 0.00 6.29 3.15 19.81
DISEO POR FLEXOCOMPRESION
fm fa Fm fa/Fa+fm/Fm
Condicinkg/cm2 kg/cm2 kg/cm2 kg/cm2
2.88 2.97 26.00 0.47 < 1.33 OK3.08 2.97 26.00 0.47 < 1.33 OK5.24 5.24 26.00 0.83 < 1.33 OK
DISEO POR FLEXOCOMPRESIONfm fa Fm fa/Fa+fm/Fm
Condicinkg/cm2 kg/cm2 kg/cm2 kg/cm2
1.42 #VALUE! 26.00 #VALUE! #VALUE!
0.98 0.00 26.00 > 1.33 MAL
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