densidad de muros

VERIFICACION DE LA DENSIDAD DE MUROS

MURO ESPESOR(t) LONGITUD MURO(m) (m)

X1 0.14 10.42 Y1X2 0.14 2.12 Y2X3 0.14 1.92 Y3X4 0.14 1.72 Y4X5 0.14 1.92 Y5X6 0.14 1.20 Y6X7 0.14 1.20 Y7

20.50

EJE "X" 0.04 0.03 OKEJE "Y" 0.05 0.03 OK

ESFUERZO AXIAL MAXIMO

h 2.40 m f'm 65.00peso esp. 1900.00 kg/m3pes.losa 300.00 kg/m2pesop.t. 100.00 kg/m3s/c 200.00 kg/m2

MURO ESPESOR LONG. AREA TRIB. PESO PROP. PESO LOSAm m m2 kg kg

X1 0.14 10.42 1.46 6652.13 437.64X2 0.14 2.12 0.30 1353.41 89.04X3 0.14 1.92 0.27 1225.73 80.64X4 0.14 1.72 0.24 1098.05 72.24X5 0.14 1.92 0.27 1225.73 80.64X6 0.14 1.20 0.17 766.08 50.40X7 0.14 1.20 0.17 766.08 50.40

MURO ESPESOR LONG. AREA TRIB. PESO PROP. PESO LOSAm m m2 kg kg

()/ /

Y1 0.14 5.99 8.96 3824.02 2686.50Y2 0.14 3.59 9.87 2291.86 2961.75Y3 0.14 1.49 4.10 951.22 1229.25Y4 0.14 3.59 9.87 2291.86 2961.75Y5 0.14 1.49 4.10 951.22 1229.25Y6 0.14 3.59 10.59 2291.86 3177.15Y7 0.14 5.99 9.55 3824.02 2866.20

METRADO DE CARGAS

1ER PISO h=20=300kg/m2p.t.=100kg/m2alban=1900kg/m3

A.t. b h LP. losa 69.12p.t. 69.12vigax 0.15 0.40 37.41vigay 0.15 0.40 29.95muros x 0.14 2.40 20.50muros y 0.14 2.40 25.73

0.25 s/c=200kg/m2cv 69.12 0.25 0.20

P1 70.32 tonP2 70.32 tonP3 70.32 ton

A.t. b h LP. losa 69.12p.t. 69.12vigax 0.15 0.40 37.41vigay 0.15 0.40 29.95muros x 0.14 1.20 20.50muros y 0.14 1.20 25.73

0.25 s/c azot.=100kg/m2cv 69.12 0.25 0.10

P4 53.83 ton

Z 0.40U 1.00C 2.50 V 52.96S 1.20R 6.00 MUROS ESTRUCT.

DISTRIBUCION POR NIVEL

NIVEL PESO H P.HP4 53.83 10.40 559.88 0.34P3 70.32 7.80 548.49 0.33P2 70.32 5.20 365.66 0.22P1 70.32 2.60 182.83 0.11

264.79 1656.86 1.00

RIGIDEZ DE CADA MURO EN LA DIRECCION "X"

MURO X1 MURO X2

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 10.42 L 2.12

KX1 61498.59 KX2 4945.83

MURO Y1 MURO Y2

Em 325000.00 Em 325000.00t 5.99 t 3.59h 2.40 h 2.40L 0.14 L 0.14

KY1 96.36 KY2 57.75

Kix 80145.99 PARA PISO 1,2,3,4 PARA LA DIRECCION "X"

P.H/PH

RIGIDEZ DE CADA MURO EN LA DIRECCION "Y" f'mEm=500 f'm

MURO X1 MURO X2

Em 325000.00 Em 325000.00t 10.42 t 2.12h 2.40 h 2.40L 0.14 L 0.14

KX1 167.62 KX2 34.10

MURO Y1 MURO Y2

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 5.99 L 3.59

KY1 31179.60 KY2 14215.69

Kiy 109559.12 PARA PISO 1,2,3,4 PARA LA DIRECCION "y"

CALCULO DE FUERZA CORTANTE TRASLACIONAL EN LA DIRECCION "X"

PISO1 DIRECCION "X" PISO2 DIRECCION "X"V1 52.96 V2 47.11

MURO V tras MURO V trasX1 40.64 X1 36.15X2 3.27 X2 2.91X3 2.60 X3 2.31X4 2.00 X4 1.78X5 2.60 X5 2.31X6 0.79 X6 0.70X7 0.79 X7 0.70Y1 0.06 Y1 0.06Y2 0.04 Y2 0.03Y3 0.02 Y3 0.01

Y4 0.04 Y4 0.03Y5 0.02 Y5 0.01Y6 0.04 Y6 0.03Y7 0.06 Y7 0.06

CALCULO DE FUERZA CORTANTE TRASLACIONAL EN LA DIRECCION "y"

PISO1 DIRECCION "y" PISO2 DIRECCION "y"V1 52.96 V2 47.11

MURO V tras MURO V trasX1 0.08 X1 0.07X2 0.02 X2 0.01X3 0.01 X3 0.01X4 0.01 X4 0.01X5 0.01 X5 0.01X6 0.01 X6 0.01X7 0.01 X7 0.01Y1 15.07 Y1 13.41Y2 6.87 Y2 6.11Y3 1.02 Y3 0.91Y4 6.87 Y4 6.11Y5 1.02 Y5 0.91Y6 6.87 Y6 6.11Y7 15.07 Y7 13.41

CENTRO DE MASAS

ELEMENTO L H t pes.esp.VIGA4 11.54 0.40 0.15 2.40VIGA3 5.64 0.40 0.15 2.40VIGA2 8.69 0.40 0.15 2.40VIGA1 11.54 0.40 0.15 2.40VIGA A 5.99 0.40 0.15 2.40VIGA B 5.99 0.40 0.15 2.40VIGA C 5.99 0.40 0.15 2.40VIGA D 5.99 0.40 0.15 2.40VIGA E 5.99 0.40 0.15 2.40losa area 69.12 0.30

muroX1 10.42 2.40 0.14 1.90muroX2 2.12 2.40 0.14 1.90muroX3 1.92 2.40 0.14 1.90muroX4 1.72 2.40 0.14 1.90muroX5 1.92 2.40 0.14 1.90muroX6 1.20 2.40 0.14 1.90

muroX7 1.20 2.40 0.14 1.90muroY1 5.99 2.40 0.14 1.90muroY2 3.59 2.40 0.14 1.90muroY3 1.49 2.40 0.14 1.90muroY4 3.59 2.40 0.14 1.90muroY5 1.49 2.40 0.14 1.90muroY6 3.59 2.40 0.14 1.90muroY7 5.99 2.40 0.14 1.90

p

CM Xcm Ycm1er piso 5.48 3.32 m2do piso 5.48 3.32 m3er piso 5.48 3.32 m4to piso 5.48 3.32 m

CENTRO DE RIGIDEZ

MURO Kx Ky X YX1 61498.59 167.62 5.21 5.92X2 4945.83 34.10 1.10 4.57X3 3935.14 30.89 3.85 4.57X4 3022.65 27.67 3.75 3.52X5 3935.14 30.89 7.50 3.52X6 1197.37 19.30 2.92 0.07X7 1197.37 19.30 8.42 0.07Y1 96.36 31179.60 0.07 3.00Y2 57.75 14215.69 2.92 1.98Y3 23.97 2111.53 2.92 5.25Y4 57.75 14215.69 5.57 1.98Y5 23.97 2111.53 5.57 5.25Y6 57.75 14215.69 8.42 1.98Y7 96.36 31179.60 11.47 3.00

80145.99 109559.12Kx Ky

CR XcR YcR1er piso 5.66 5.372do piso 5.66 5.373er piso 5.66 5.374to piso 5.66 5.37

CALCULO DEL MOMENTO POLAR DE INERCIA "J"

MURO Y ^2=(Y-Ycr)^ Kx/EmX1 5.92 0.30 0.19 0.06X2 4.57 0.64 0.02 0.01X3 4.57 0.64 0.01 0.01X4 3.52 3.42 0.01 0.03X5 3.52 3.42 0.01 0.04X6 0.07 28.09 0.00 0.10X7 0.07 28.09 0.00 0.10Y1 3.00 5.64 0.00 0.00Y2 1.98 11.53 0.00 0.00Y3 5.25 0.02 0.00 0.00Y4 1.98 11.53 0.00 0.00Y5 5.25 0.02 0.00 0.00Y6 1.98 11.53 0.00 0.00Y7 3.00 5.64 0.00 0.00

0.36

CALCULO DE MOMENTO TORSOR Y EXENTRICIDADES

Ex=Xcm-Xcr -0.18 dxEy=ycm-ycr -2.05 dyEaccx=0.05dx 0.58Eaccy=0.05dy 0.30

PISO 1 PISO 2

Mtx1 124.43 110.70Mtx2 92.70 82.47Mty1 40.09 35.67Mty2 -21.02 -18.70

INCREMENTO DE CORTANTE POR TORSION

PISO 1MURO Kx/Em Ky/Em

X1 0.19 0.00 0.55 -0.45X2 0.02 0.00 -0.80 -4.57X3 0.01 0.00 -0.80 -1.82X4 0.01 0.00 -1.85 -1.92X5 0.01 0.00 -1.85 1.84

(Kx/Em)^2

X6 0.00 0.00 -5.30 -2.74X7 0.00 0.00 -5.30 2.76Y1 0.00 0.10 -2.38 -5.59Y2 0.00 0.04 -3.40 -2.74Y3 0.00 0.01 -0.13 -2.74Y4 0.00 0.04 -3.40 -0.09Y5 0.00 0.01 -0.13 -0.09Y6 0.00 0.04 -3.40 2.76Y7 0.00 0.10 -2.38 5.81


X1 0.19 0.00 0.55 -0.45X2 0.02 0.00 -0.80 -4.57X3 0.01 0.00 -0.80 -1.82X4 0.01 0.00 -1.85 -1.92X5 0.01 0.00 -1.85 1.84X6 0.00 0.00 -5.30 -2.74X7 0.00 0.00 -5.30 2.76Y1 0.00 0.10 -2.38 -5.59Y2 0.00 0.04 -3.40 -2.74Y3 0.00 0.01 -0.13 -2.74Y4 0.00 0.04 -3.40 -0.09Y5 0.00 0.01 -0.13 -0.09Y6 0.00 0.04 -3.40 2.76Y7 0.00 0.10 -2.38 5.81


X1 0.19 0.00 0.55 -0.45X2 0.02 0.00 -0.80 -4.57X3 0.01 0.00 -0.80 -1.82X4 0.01 0.00 -1.85 -1.92X5 0.01 0.00 -1.85 1.84X6 0.00 0.00 -5.30 -2.74X7 0.00 0.00 -5.30 2.76Y1 0.00 0.10 -2.38 -5.59Y2 0.00 0.04 -3.40 -2.74Y3 0.00 0.01 -0.13 -2.74Y4 0.00 0.04 -3.40 -0.09Y5 0.00 0.01 -0.13 -0.09Y6 0.00 0.04 -3.40 2.76Y7 0.00 0.10 -2.38 5.81


X1 0.19 0.00 0.55 -0.45X2 0.02 0.00 -0.80 -4.57X3 0.01 0.00 -0.80 -1.82X4 0.01 0.00 -1.85 -1.92X5 0.01 0.00 -1.85 1.84X6 0.00 0.00 -5.30 -2.74X7 0.00 0.00 -5.30 2.76Y1 0.00 0.10 -2.38 -5.59Y2 0.00 0.04 -3.40 -2.74Y3 0.00 0.01 -0.13 -2.74Y4 0.00 0.04 -3.40 -0.09Y5 0.00 0.01 -0.13 -0.09Y6 0.00 0.04 -3.40 2.76Y7 0.00 0.10 -2.38 5.81

CORTANTES DE DISEO EN LA DIRECCION "X"

PISO 1MURO Vtrs Vx Vtrs+Vx

X1 40.64 1.77 42.41X2 3.27 0.00 3.27X3 2.60 0.00 2.60X4 2.00 0.00 2.00X5 2.60 0.00 2.60X6 0.79 0.00 0.79X7 0.79 0.00 0.79Y1 0.06 0.00 0.06Y2 0.04 0.00 0.04Y3 0.02 0.00 0.02Y4 0.04 0.00 0.04Y5 0.02 0.00 0.02Y6 0.04 0.00 0.04Y7 0.06 0.00 0.06

CORTANTES DE DISEO EN LA DIRECCION "Y"

PISO 1MURO Vtrs Vy Vtrs+Vy

X1 0.08 0.00 0.08X2 0.02 0.00 0.02X3 0.01 0.00 0.01X4 0.01 0.00 0.01X5 0.01 0.00 0.02X6 0.01 0.00 0.01X7 0.01 0.00 0.01Y1 15.07 1.54 16.61Y2 6.87 0.00 6.87Y3 1.02 0.00 1.02Y4 6.87 0.00 6.87Y5 1.02 0.00 1.02Y6 6.87 0.66 7.53Y7 15.07 3.05 18.12

ESPESOR(t) LONGITUD ZONA Z 0.40(m) (m) IMPORTANCIA U 1.00

0.14 5.99 SUELO S 1.200.14 3.59 N PISOS N 4.000.14 1.490.14 3.590.14 1.490.14 3.590.14 5.99

25.73

kg/cm2

PESO P.T. PD PL Pm m 0.15 f'mkg kg kg kg kg/cm2 kg/cm2

145.88 7235.65 291.76 30109.63 2.06 9.7529.68 1472.13 59.36 6125.95 2.06 9.7526.88 1333.25 53.76 5548.03 2.06 9.7524.08 1194.37 48.16 4970.11 2.06 9.7526.88 1333.25 53.76 5548.03 2.06 9.7516.80 833.28 33.60 3467.52 2.06 9.7516.80 833.28 33.60 3467.52 2.06 9.75

PESO P.T. PD PL Pm m 0.15 f'mkg kg kg kg kg/cm2 kg/cm2

895.50 7406.02 1791.00 36788.06 4.39 9.75987.25 6240.86 1974.50 32861.42 6.54 9.75409.75 2590.22 819.50 13638.86 6.54 9.75987.25 6240.86 1974.50 32861.42 6.54 9.75409.75 2590.22 819.50 13638.86 6.54 9.75

1059.05 6528.06 2118.10 34584.62 6.88 9.75955.40 7645.62 1910.80 38225.66 4.56 9.75

0.30 20.74 Ton0.10 6.91 Ton2.40 5.39 Ton2.40 4.31 Ton1.90 13.09 Ton1.90 16.43 Ton

CM 66.86 ton

CV 3.46 tonP1 70.32 ton

0.30 20.74 Ton0.10 6.91 Ton2.40 5.39 Ton2.40 4.31 Ton1.90 6.54 Ton1.90 8.21 Ton

CM 52.11 ton

CM 52.11 tonCV 1.73 ton

PESO P.ESP.

PESO P.ESP.

Tp 0.60 H 10.40T 0.17 Ct 60.00C 8.65

Fi Vi17.90 17.9017.53 35.4311.69 47.11

5.84 52.9652.96

f'm 65.00 kg/cm2Em=500 f'm 32500.00 325000.00

kg/cm2 tn/m2

MURO X3 MURO X4

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 1.92 L 1.72

KX3 3935.14 KX4 3022.65

MURO Y3 MURO Y4

Em 325000.00 Em 325000.00t 1.49 t 3.59h 2.40 h 2.40L 0.14 L 0.14

KY3 23.97 KY4 57.75

65.00 kg/cm232500.00 325000.00

kg/cm2 tn/m2

MURO X3 MURO X4

Em 325000.00 Em 325000.00t 1.92 t 1.72h 2.40 h 2.40L 0.14 L 0.14

KX3 30.89 KX4 27.67

MURO Y3 MURO Y4

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 1.49 L 3.59

KY3 2111.53 KY4 14215.69

DIRECCION "X" PISO3 DIRECCION "X" PISO4 DIRECCION "X"V3 35.43 V4 17.90

MURO V tras MURO V trasX1 27.18 X1 13.73X2 2.19 X2 1.10X3 1.74 X3 0.88X4 1.34 X4 0.67X5 1.74 X5 0.88X6 0.53 X6 0.27X7 0.53 X7 0.27Y1 0.04 Y1 0.02Y2 0.03 Y2 0.01Y3 0.01 Y3 0.01

Y4 0.03 Y4 0.01Y5 0.01 Y5 0.01Y6 0.03 Y6 0.01Y7 0.04 Y7 0.02

DIRECCION "y" PISO3 DIRECCION "y" PISO4 DIRECCION "Y"V3 35.43 V4 17.90

MURO V tras MURO V trasX1 0.05 X1 0.03X2 0.01 X2 0.01X3 0.01 X3 0.01X4 0.01 X4 0.00X5 0.01 X5 0.01X6 0.01 X6 0.00X7 0.01 X7 0.00Y1 10.08 Y1 5.09Y2 4.60 Y2 2.32Y3 0.68 Y3 0.34Y4 4.60 Y4 2.32Y5 0.68 Y5 0.34Y6 4.60 Y6 2.32Y7 10.08 Y7 5.09

peso p x y px py1.66 5.77 5.92 9.59 9.840.81 2.82 4.57 2.29 3.711.25 7.20 3.52 9.00 4.401.66 5.77 0.07 9.59 0.120.86 0.07 3.00 0.06 2.580.86 2.92 3.00 2.52 2.580.86 5.57 3.00 4.80 2.580.86 8.42 3.00 7.26 2.580.86 11.47 3.00 9.89 2.58

20.74 5.77 3.00 119.65 62.116.65 5.21 5.92 34.66 39.381.35 1.10 4.57 1.48 6.191.23 3.85 4.57 4.71 5.601.10 3.75 3.52 4.11 3.871.23 7.50 3.52 9.19 4.310.77 2.92 0.07 2.24 0.05

0.77 8.42 0.07 6.45 0.053.82 0.07 3.00 0.27 11.452.29 2.92 1.98 6.69 4.530.95 2.92 5.25 2.78 4.992.29 5.57 1.98 12.77 4.530.95 5.57 5.25 5.30 4.992.29 8.42 1.98 19.30 4.533.82 11.47 3.00 43.86 11.45

59.95 328.46 199.01px py

f'm 65.00Em=500 f'm 32500.00

kg/cm2

Kx(Y) Ky(X) Kx/Em Ky/Em364071.68 873.32 0.19 0.00

22602.43 37.34 0.02 0.0017983.57 118.76 0.01 0.0010639.73 103.62 0.01 0.0013851.68 231.49 0.01 0.00

83.82 56.37 0.00 0.0083.82 162.54 0.00 0.00

288.60 2182.57 0.00 0.10114.06 41509.83 0.00 0.04125.72 6165.68 0.00 0.01114.06 79181.42 0.00 0.04125.72 11761.25 0.00 0.01114.06 119696.14 0.00 0.04288.60 357629.98 0.00 0.10

430487.51 619710.31Kx(Y) Ky(X)

x x^2=(Y-Ycr)^ Ky/Em

5.21 0.20 0.00 0.001.10 20.84 0.00 0.003.85 3.29 0.00 0.003.75 3.67 0.00 0.007.50 3.37 0.00 0.002.92 7.51 0.00 0.008.42 7.62 0.00 0.000.07 31.25 0.10 3.002.92 7.51 0.04 0.332.92 7.51 0.01 0.055.57 0.01 0.04 0.005.57 0.01 0.01 0.008.42 7.62 0.04 0.33

11.47 33.76 0.10 3.24 6.95 7.32

CORTANTES

11.54 17.90 V45.99 35.43 V3

47.11 V252.96 V1

PISO 3 PISO 4

83.24 42.0562.01 31.3326.82 13.55

-14.06 -7.10

direccion x direccion yV1x V2x V1y V2y

1.77 1.32 0.00 0.00-0.21 -0.15 0.00 0.00-0.16 -0.12 0.00 0.00-0.29 -0.22 0.00 0.00-0.38 -0.28 0.00 0.00

(Ky/Em)x^2

-0.33 -0.25 0.00 0.00-0.33 -0.25 0.00 0.00-0.01 -0.01 -2.94 1.54-0.01 -0.01 -0.66 0.340.00 0.00 -0.10 0.05

-0.01 -0.01 -0.02 0.010.00 0.00 0.00 0.00

-0.01 -0.01 0.66 -0.35-0.01 -0.01 3.05 -1.60


1.57 1.17 0.00 0.00-0.18 -0.14 0.00 0.00-0.15 -0.11 0.00 0.00-0.26 -0.19 0.00 0.00-0.34 -0.25 0.00 0.00-0.30 -0.22 0.00 0.00-0.30 -0.22 0.00 0.00-0.01 -0.01 -2.61 1.37-0.01 -0.01 -0.58 0.310.00 0.00 -0.09 0.05

-0.01 -0.01 -0.02 0.010.00 0.00 0.00 0.00

-0.01 -0.01 0.59 -0.31-0.01 -0.01 2.72 -1.42


1.18 0.88 0.00 0.00-0.14 -0.10 0.00 0.00-0.11 -0.08 0.00 0.00-0.20 -0.15 0.00 0.00-0.25 -0.19 0.00 0.00-0.22 -0.17 0.00 0.00-0.22 -0.17 0.00 0.00-0.01 -0.01 -1.96 1.03-0.01 -0.01 -0.44 0.230.00 0.00 -0.07 0.03

-0.01 -0.01 -0.01 0.010.00 0.00 0.00 0.00

-0.01 -0.01 0.44 -0.23-0.01 -0.01 2.04 -1.07


0.60 0.45 0.00 0.00-0.07 -0.05 0.00 0.00-0.06 -0.04 0.00 0.00-0.10 -0.07 0.00 0.00-0.13 -0.10 0.00 0.00-0.11 -0.08 0.00 0.00-0.11 -0.08 0.00 0.000.00 0.00 -0.99 0.520.00 0.00 -0.22 0.120.00 0.00 -0.03 0.020.00 0.00 -0.01 0.000.00 0.00 0.00 0.000.00 0.00 0.22 -0.120.00 0.00 1.03 -0.54

PISO 2 PISO 3MURO Vtrs Vx Vtrs+Vx MURO

X1 36.15 1.57 37.73 X1X2 2.91 0.00 2.91 X2X3 2.31 0.00 2.31 X3X4 1.78 0.00 1.78 X4X5 2.31 0.00 2.31 X5X6 0.70 0.00 0.70 X6X7 0.70 0.00 0.70 X7Y1 0.06 0.00 0.06 Y1Y2 0.03 0.00 0.03 Y2Y3 0.01 0.00 0.01 Y3Y4 0.03 0.00 0.03 Y4Y5 0.01 0.00 0.01 Y5Y6 0.03 0.00 0.03 Y6Y7 0.06 0.00 0.06 Y7

PISO 2 PISO 3MURO Vtrs Vy Vtrs+Vy MURO

X1 0.07 0.00 0.07 X1X2 0.01 0.00 0.01 X2X3 0.01 0.00 0.01 X3X4 0.01 0.00 0.01 X4X5 0.01 0.00 0.01 X5X6 0.01 0.00 0.01 X6X7 0.01 0.00 0.01 X7Y1 13.41 1.37 14.78 Y1Y2 6.11 0.30 6.41 Y2Y3 0.91 0.04 0.95 Y3Y4 6.11 0.00 6.11 Y4Y5 0.91 0.00 0.91 Y5Y6 6.11 0.58 6.69 Y6Y7 13.41 2.72 16.13 Y7

okokokokokokok

MUROS DE CORTE

MURO X5 MURO X6

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 1.92 L 1.20

KX5 3935.14 KX6 1197.37

MURO Y5 MURO Y6

Em 325000.00 Em 325000.00t 1.49 t 3.59h 2.40 h 2.40L 0.14 L 0.14

KY5 23.97 KY6 57.75

MURO X5 MURO X6

Em 325000.00 Em 325000.00t 1.92 t 1.20h 2.40 h 2.40L 0.14 L 0.14

KX5 30.89 KX6 19.30

MURO Y5 MURO Y6

Em 325000.00 Em 325000.00t 0.14 t 0.14h 2.40 h 2.40L 1.49 L 3.59

KY5 2111.53 KY6 14215.69

DIRECCION "X"

DIRECCION "Y"

kg/cm2325000.00

tn/m2

J0.060.010.010.030.040.100.103.000.330.050.000.000.343.247.32

PISO 4Vtrs Vx Vtrs+Vx MURO Vtrs

27.18 1.18 28.37 X1 13.732.19 0.00 2.19 X2 1.101.74 0.00 1.74 X3 0.881.34 0.00 1.34 X4 0.671.74 0.00 1.74 X5 0.880.53 0.00 0.53 X6 0.270.53 0.00 0.53 X7 0.270.04 0.00 0.04 Y1 0.020.03 0.00 0.03 Y2 0.010.01 0.00 0.01 Y3 0.010.03 0.00 0.03 Y4 0.010.01 0.00 0.01 Y5 0.010.03 0.00 0.03 Y6 0.010.04 0.00 0.04 Y7 0.02

PISO 4Vtrs Vy Vtrs+Vy MURO Vtrs

0.05 0.00 0.05 X1 0.030.01 0.00 0.01 X2 0.010.01 0.00 0.01 X3 0.010.01 0.00 0.01 X4 0.000.01 0.00 0.01 X5 0.010.01 0.00 0.01 X6 0.000.01 0.00 0.01 X7 0.00

10.08 1.03 11.11 Y1 5.094.60 0.23 4.83 Y2 2.320.68 0.03 0.72 Y3 0.344.60 0.00 4.60 Y4 2.320.68 0.00 0.68 Y5 0.344.60 0.44 5.04 Y6 2.32

10.08 2.04 12.12 Y7 5.09

MURO X7

Em 325000.00t 0.14h 2.40L 1.20

KX7 1197.37

MURO Y7

Em 325000.00t 5.99h 2.40L 0.14

KY7 96.36

MURO X7

Em 325000.00t 1.20h 2.40L 0.14

KX7 19.30

MURO Y7

Em 325000.00t 0.14h 2.40L 5.99

KY7 31179.60

Vx Vtrs+Vx0.60 14.330.00 1.100.00 0.880.00 0.670.00 0.880.00 0.270.00 0.270.00 0.020.00 0.010.00 0.010.00 0.010.00 0.010.00 0.010.00 0.02

Vy Vtrs+Vy0.00 0.030.00 0.010.00 0.010.00 0.000.00 0.010.00 0.000.00 0.000.52 5.610.11 2.430.02 0.360.00 2.320.00 0.340.22 2.541.03 6.12

Hoja1

densidad de muros

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