memoria calculo
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MEMORIA DE CÁLCULOPROYECTO ESTRUCTURAL
VIVIENDA EN CONDOMINIO
Ubicación: Emiliano ZapataCol. Lázaro CárdenasAtizapan de Zaragoza, Estado de México
AD HOC CONSULTORES, S.A. DE C.V.My.01/09
GENERALESIDENTIFICACIÓN: 20091OA-CONDOMINIO ATIZARAN
Entrepisos: 5Grupos de constantes: 3
Muros: 76Destino del EDIFICIO: Habitación
Carga viva sostenida en entrepisos: 170 kg/m2para análisis sísmico: 90 kg/m2
Carga viva sostenida en azotea: 100 kg/m2para análisis sísmico: 70 kg/m2
fy acero: 4,200 kg/cm2
Edición de reglamento: 2004Reduce momentos de volteo: Si
Factor MV dirección perpendicular: 0.3
ENTREPISOS
NE12345
A L T U R A (m)Muros Entrepiso2.350 2.6002.350 2.6002.350 2.6002.350 2.6002.350 2.600
C.MUERTA(kg/m2)
300300300300365
C. GEOMÉTRICOx (m) y (m)
1 1 .475 8.8001 1 .475 8 80011.475 8.8001 1 .475 8.8001 1 .475 8.800
DIMENSIÓN MÁXIMAx(m)
22.95022.95022.95022.95022.950
y(m)17.60017.6001760017.60017600
GRUPOS DE CONSTANTESP.VOL. ESPESOR
(cm) NG123
(kg/m3)1,5001,5002,400
14.021.014.0
DATOS ANÁLISIS SÍSMICO
TIPO DEMURO
ConfinadoConfinadoConcreto
f*m(kg/cm2)
20.0020.00E=20
v*Íkg/cm2)
3.503.50G=4
TIPO DEMAMPOSTERIA
ConcretoConcreto
Reglamento: RDF.2004Tipo de análisis: Dinámico
Cálculo de respuestas: Cortantes equivalentesGrupo: B
I22
Zona:QX:QY:kQ: 1 (regular)
ex. accidental: 0.1 Bc: 0.16
aO: 0.04Ta: 0.2 segTb: 1.35 seg
r: 1
ANÁLISIS SÍSMICO DINÁMICO [RDF2004]PESO TOTAL EN SISMO 991.43 TCORTANTES BÁSALES
estático total X:Y:
estático reducido X:Y:
mínimo X:Y:
Nivel54321
Suma
79.31 T79.31 T79.31 T79.31 T63.45 T63.45 T
W(T)188.88199.15199.15199.15205.11991.43
Centro de masax (m) y (m)
11.515 8.8121 1 .551 8.82311.551 8.8231 1 .551 8.82311.416 8.823
[factor: 0.8]
Modo12345
Período (seg)
0.272 0.2200.096 0.0770.062 0.0490.049 0.0380.043 0.034
Aceleración espectral Coef.Participaciónx y x y Q'x
-9.252 9.374 2.000-3,198 3.082 1.482-1839 -1623 1.309-1.135 -0.893 1.2440.749 0.513 1.213
x0.1600.0980.0770.0690.066
y0.1600.0860.0700.0630.060
2.0001.3871.2461.1921.168
ANEMgcW V3.0620091OA-CONDOMIN/O ATIZARAN -200907-MAY09-
AD HOC CONSULTORES, S.A. DE C.V.
REVISIÓN POR CARGA VERTICAL
MURO
45
46
47
48
49
50
515253
54
55
56
57
58
59
60
61
62
ENT452345123451234523451234512345112345234512345123451234512345123451234512345123
Pu(T)7003.48
14.3010.727.133.55
44.6835.73267817.838.88
45.02360126.9917978.95
50.62379425.2612.57672153.7540.2826.8213.3667.3853.8840.3926.8913.396.917.126004.503.001.506.134603.071.53
31.6925.3519.0012.65630
30.6424.5018.3612.226.09
30.64245018.3612.226.09
31.6925.3519.0012.65
\051.9341.5331.1320.7310.3351.7641.3931.0320.6610.2931.8725.4819.1012.726.34
30.6424.5018.36
Fe
09000.9000.90009000.8710.87108710.8710.8710.8710.8710.87108710.8710.9000.9000.9000.9000.7880.7880.7880.7880.7880.78807880.7880.7880.7880.4660.4660.4660.4660.4660.4660.4660.4660.4660.4660.9000.9000.9000.9000.900
0.9000.9000.9000.9000.9000.8410.8410.8410.8410.8410.84108410.8410.8410.8410.9000.90009000.9000.900
Fr
0.6000.6000.6000.6000.6000.60006000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.600
0.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.6000.600
Pr(T)
16.3316.331633163370.2370.2370.2370.2370.2371.9971.9971.9971.9971.9963.5063.5063.5063.5082.6032.6082.6082.6082.6083.4083.4083.4083.4083.407.057.99
15.0515.0515.0515.0515.5215.5215.5215.5253.5253.5253.5253.5253.52
53.5253.5253.5253.5253.5287.2987.2987.2987.2987.2986.4486.4486.4486.4486.4454.4354.4354.4354.4354.43
CB (T/m)13.996.96
158911.917.93395
11.178.936.704462.22
10.988.786.584382.18
14.4610847.22359
12.9210347.755.162.57
12.8310.267.695.122.559.218.373.752.811.870.943.722.791 860.93
10.748.596.444.292.14
30.6424.5018.3612.226.09
30.6424.5018.3612.226.09
10.748.596.444.292.14
10.088.066.044.032.01
10.158.126.084.052.02
10.628.496.374.242.11
30.6424.5018.36
ANEMgcW V3.0620091 OA-CONDOMINIO ATIZARAN -200907-MAY09-
AD HOC CONSULTORES, S.A. DE C.V.
REVISIÓN POR MOMENTO DE VOLTEO
MURO ENT
32
33
34
35
36
37
3839404142
43
44
45
46
47
48
49
50
51
ANEMgcW
345123451234512345123451234512345111123452345234523451234512345234512345123451
V
Fr0.8000.800080006000.6000.8000.8000.80006000.80008000.8000.80006000.6000.8000.80008000.6000.6000.8000.8000.8000.60006000.8000.8000.8000.6000.6000.8000.8000.80006000.6000.6000.6000.6000.60008000.800
0.6000.6000.8000.8000.6000.6000.8000.8000.8000.6000.6000.8000.8000.8000.6000.6000.8000.8000.6000.60006000.8000.8000.6000.6000.6000.8000.8000.600
3.06
Pu(T)2.561.720.884253.412.561.720.884.763.812.871.920.973.352.692.021 360.693.492.802.101.410.723.492.802.101.410.723.222.581 941.300.67
13.3412.3912.4213.399.797.405.012.619.687.324.952.599.687.324.952.599.907.485.062.64
31.4925.2819.0812.876.67
31.7625.5019.2412.986.72
35.1426.5517.969.36
47.0337.7728.5219.2610.0047.1737.8828.6019.3110.035.20
Mu (T*m)2.010.960.263.603.182.010960.267376.534.162.040.591.301.120.680.310.111.551.330.810.370.141.551 330.810.370.141.080.920.560.250.09
19.043.874.27
17.613.391.720.550.100.000.000.000.000.000.000.000.003.801.940.620.11
40.2330.0119.3310.613.87
41.6531.1220.0911.074.03
25.2916.358.933.05
56.1541.9628.5616.125.88
56.8542.5028.9416.355.971.00
Mr(T'm) S1 (Kg/cm2)8.818.578.345.716648.818.578.349.53
12.8512.4812.1211.763.764.446.156.025.884.194.916.676.526.374.194.916.676.526.373.353.985.645.52539
20.31**
**
18.153.404.857.857.29
3.975.468.417.81
45.3852.6558.8151.4944.1847.7455.1760.5252.9545.3830.4839.7150.0941 .2562.7979.1395.47
102.7588.5064.2380.6997.16
103.8489.41
1.89
20091 OA-CONDOMINIO ATIZARAN -200907-MAY09-
JWyJ)1/09
13
AD HOC CONSULTORES, S.A. DE C.V.
EVISIOIV
MURO69
70
71
72
73
74
75
76
IPORENT
1234512345123451234512345123451234512345
MOMENTO
Fr0.60006000.60008000.8000.6000.6000.8000.8000.80006000.6000.8000.8000.8000.6000.6000.8000.8000.80006000.6000.6000.8000.800
0.6000.6000.6000.8000.800
DE VOLTEOPu (T) Mu47.0337.7728.5219.2610.0031.9525.65193613066.77
26.6221.3716.1210.885.63
32.0925.76194413.126.805.604.493.392.281.188.757.035.313.591.878.757.035.313.591.875.604.493.392.281.18
(T*m)56.1541.9628.5616.12588
40.5030.34192610823.95
35.5226.3916.478.933.05
41.2730.94196511.054031.721.200.680.280.100.000.000.000.000.000000.000.000.000.001.721.200.680.280.10
Mr (T*m) S1 (Kg/cm2)62.7979.1395.47
102.7588.5046.1753.5959.9052.3844.8739.6445.2748.2042.8037.4147.3554.8560.7653.1245.472.533.704.877.216.96
2.533.704.877.216.96
Ml.01/09
ANEMgcW V3.0620091OA-CONDOMINIO ATIZAPAN -200907-MAY09-15
Software ücensed te
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ByDa«01-May-09 Chd
ClientRle CIMENTACION-1 .std Date/Time Q4-May-2009 12:46
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