Irregularidad Altura - Planta (E-0.30)

7/27/2019 Irregularidad Altura - Planta (E-0.30)

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1 31.75 31.75 31.75

2 31.75 31.75 31.753 31.75 31.75 31.754 31.75 31.75 31.755 31.75 31.75 31.756 31.75 31.75 31.757 31.75 31.75 31.758 31.75 31.75 31.759 31.75 31.75 31.7510 31.75 31.75

1 56.77 56.77 56.772 56.77 56.77 56.773 56.77 56.77 56.774 56.77 56.77 56.775 56.77 56.77 56.776 56.77 56.77 56.777 56.77 56.77 56.778 56.77 56.77 56.77

9 56.77 56.77 56.7710 56.77 56.77

DESCRIPCION PISO ELEMENTO TIPO n DIM. EJE X1 COLUMNA C1 11 0.31 COLUMNA C1 1 0.81 COLUMNA C2 2 0.41 PLACA P1 2 1.351 ASENSOR P2 1 2.051 PLACA P3 1 0.251 PLACA P4 1 0.251 PLACA P5 1 0.941 PLACA P6 1 0.252 COLUMNA C1 11 0.32 COLUMNA C1 1 0.82 COLUMNA C2 2 0.42 PLACA P1 2 1.352 ASENSOR P2 1 2.052 PLACA P3 1 0.25

IRREGULARIDAD DE RIGIDEZ - PISO BLANDO DIRECC

CALC

CUMPLE

CUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLE

CUMPLE

PISO AREA

CUMPLECUMPLE

CUMPLECUMPLECUMPLE

AREA

AREAIRREGULARIDAD DE RIGIDEZ - PISO BLANDO DIRECC

CUMPLE

CUMPLECUMPLE

AREA AREA PISO SUP.PISO

AREA PISO SUP.

(m2) +1 (m2)> % + (m2)

+1 (m2)> % + (m2) (m2)


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2 PLACA P4 1 0.252 PLACA P5 1 0.942 PLACA P6 1 0.253 COLUMNA C1 11 0.33 COLUMNA C1 1 0.83 COLUMNA C2 2 0.4

3 PLACA P1 2 1.353 ASENSOR P2 1 2.053 PLACA P3 1 0.253 PLACA P4 1 0.253 PLACA P5 1 0.943 PLACA P6 1 0.254 COLUMNA C1 11 0.34 COLUMNA C1 1 0.84 COLUMNA C2 2 0.44 PLACA P1 2 1.354 ASENSOR P2 1 2.054 PLACA P3 1 0.254 PLACA P4 1 0.254 PLACA P5 1 0.944 PLACA P6 1 0.255 COLUMNA C1 11 0.35 COLUMNA C1 1 0.85 COLUMNA C2 2 0.45 PLACA P1 2 1.355 ASENSOR P2 1 2.055 PLACA P3 1 0.25

5 PLACA P4 1 0.255 PLACA P5 1 0.945 PLACA P6 1 0.256 COLUMNA C1 11 0.36 COLUMNA C1 1 0.86 COLUMNA C2 2 0.46 PLACA P1 2 1.356 ASENSOR P2 1 2.056 PLACA P3 1 0.256 PLACA P4 1 0.256 PLACA P5 1 0.946 PLACA P6 1 0.257 COLUMNA C1 11 0.37 COLUMNA C1 1 0.87 COLUMNA C2 2 0.47 PLACA P1 2 1.357 ASENSOR P2 1 2.057 PLACA P3 1 0.257 PLACA P4 1 0.257 PLACA P5 1 0.94


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31.75

31.7531.7531.7531.7531.7531.75

56.7756.7756.7756.7756.7756.7756.77

DIM. EJE Y hi hd hi/hd Ax (m2) Ay (m2) Ax (m2)0.75 2.8 1.225 2.29 9.24 23.100.55 2.8 1.225 2.29 2.24 1.540.40 2.8 1.225 2.29 2.24 2.24

0.525 2.8 1.225 2.29 7.56 2.942.02 2.8 1.225 2.29 5.74 5.660.80 2.8 1.225 2.29 0.70 2.24

1.755 2.8 1.225 2.29 0.70 4.912.35 2.8 1.225 2.29 2.63 6.582.70 2.8 1.225 2.29 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

31.75

31.75

N X-X

LO DE AREAS TRANSVERSALES

CUMPLE

CUMPLECUMPLECUMPLECUMPLECUMPLECUMPLE

CUMPLECUMPLE

CUMPLECUMPLECUMPLE

N Y-Y

CUMPLECUMPLE

> %

> %


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1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.58

31.75

31.75

31.75

31.75

31.75


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2.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.66

0.80 2.8 2.8 1.00 0.70 2.241.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.582.70 2.8 2.8 1.00 0.70 7.560.75 2.8 2.8 1.00 9.24 23.100.55 2.8 2.8 1.00 2.24 1.540.40 2.8 2.8 1.00 2.24 2.24

0.525 2.8 2.8 1.00 7.56 2.942.02 2.8 2.8 1.00 5.74 5.660.80 2.8 2.8 1.00 0.70 2.24

1.755 2.8 2.8 1.00 0.70 4.912.35 2.8 2.8 1.00 2.63 6.58

2.70 2.8 2.8 1.00 0.70 7.56

31.75

31.75

31.75


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Ay (m2)

56.77

56.77


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56.77

56.77

56.77

56.77

56.77


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56.77

56.77

56.77


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PESO PESO PISO ADYACENTE

1 191,011.52 201,994.48 94.56%2 201,994.48 201,994.48 100.00%

3 201,994.48 201,994.48 100.00%4 201,994.48 201,994.48 100.00%5 201,994.48 201,994.48 100.00%6 201,994.48 201,994.48 100.00%7 201,994.48 201,994.48 100.00%8 201,994.48 201,994.48 100.00%9 201,994.48 - - 10 117,039.82 - -

No aplicable en azoteas

PROYECTO: Diseo estructural Proyecto Primavera

UBICACIN: Av. Primavera Wanchaq - CuscoFECHA: 10/4/2013

DESCRIPCION TIPO NIVEL ELEMENTO CODIGO

1 TOTAL2 TOTAL

3 TOTAL4 TOTAL5 TOTAL6 TOTAL7 TOTAL8 TOTAL9 TOTAL

10 TOTAL

IRREGULARIDAD DE MASA NORMA E-030

DATOS DEL PROYECTO

NIVEL% C/R AL PISOADYACENTE(Kg) +1 (Kg)


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CUMPLECUMPLE

CUMPLECUMPLECUMPLECUMPLECUMPLECUMPLE

DIRECCION UBICACIN NETOn AREA LARGO (m) ANCHO (m)

M

% +


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DESCUENTOALTURA (m) PARCIAL n AREA LARGO (m) ANCHO (m) ALTURA (m) PARCIA

- - - -

- - - - - - - - - - - - - - - -

TRADO DE CARGAS


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1,924.01

1,924,007.17

TOTAL PU PESO (KG)

- 191,011.52 - 201,994.48

- 201,994.48 - 201,994.48 - 201,994.48 - 201,994.48 - 201,994.48 - 201,994.48 - 201,994.48 - 117,039.82

PESO TOTAL TN

PESO TOTAL KG


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1 16.04 15.66 102.43% CUMPLE2 16.79 16.79 100.00% CUMPLE

3 16.79 16.79 100.00% CUMPLE4 16.79 16.79 100.00% CUMPLE5 16.79 16.79 100.00% CUMPLE6 16.79 16.79 100.00% CUMPLE7 16.79 16.79 100.00% CUMPLE8 16.79 16.79 100.00% CUMPLE9 16.79 16.54 101.51% CUMPLE

10 16.54

% C/R AL PISOADYACENTE

NIVEL

IRREGULARIDAD GEOMETRIA VERDIM X - X

(m)DIM X - X

ADYACENTE % +


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13.05 15.5 118.77% CUMPLE15.5 15.5 100.00% CUMPLE

15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE15.5 15.5 100.00% CUMPLE

ICAL NORMA E-030% C/R AL PISOADYACENTE

DIM Y - Y(m)

DIM Y - YADYACENTE

% +


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ESTRUCTURA

Irregular

NIVEL UY 0.75*UX*R i Hi (m)STORY11 4.0345 15.89 1.38 2.800STORY10 3.6828 14.50 1.51 2.800STORY9 3.2987 12.99 1.58 2.800STORY8 2.8972 11.41 1.70 2.800STORY7 2.4663 9.71 1.86 2.800

STORY6 1.9938 7.85 1.94 2.800STORY5 1.5023 5.92 1.93 2.800STORY4 1.0118 3.98 1.79 2.800STORY3 0.5575 2.20 1.44 2.800STORY2 0.1908 0.75 0.75 2.800STORY1 0.0000 0.00 0.00 2.625

ESTRUCTURA

Irregular

NIVEL UY 0.75*UX*R i Hi (m)STORY11 4.1705 16.42 1.36 2.625STORY10 3.8243 15.06 1.53 2.8STORY9 3.4362 13.53 1.63 2.8STORY8 3.0211 11.90 1.70 2.8STORY7 2.5901 10.20 1.87 2.8

STORY6 2.1163 8.33 1.96 2.8STORY5 1.6186 6.37 1.99 2.8STORY4 1.1125 4.38 1.91 2.8STORY3 0.6279 2.47 1.62 2.8STORY2 0.2157 0.85 0.85 2.8STORY1 0.0000 0.00 0.00 2.8

SISTEMA ESTRUCTURAL

EN DIRECCION X-X

EN DIRECCION Y-Y

Sistema Dual

SISTEMA ESTRUCTURAL

Sistema Dual

IRREGULARIDAD TORSIONAL NOR

CONTROL DE DESPLAZAMIENT

CONTROL DE DESPLAZAMIENT

RESULTADOS ETABS


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UX UYm m

STORY11 D3 ENVOLVENTE Max 0.040345 0.03733STORY11 D3 ENVOLVENTE Min -0.040305 -0.041705STORY10 D2 ENVOLVENTE Max 0.036828 0.034454STORY10 D2 ENVOLVENTE Min -0.03676 -0.038243

STORY9 D2 ENVOLVENTE Max 0.032987 0.03115STORY9 D2 ENVOLVENTE Min -0.03289 -0.034362STORY8 D2 ENVOLVENTE Max 0.028972 0.027558STORY8 D2 ENVOLVENTE Min -0.028856 -0.030211STORY7 D2 ENVOLVENTE Max 0.024663 0.023784STORY7 D2 ENVOLVENTE Min -0.024535 -0.025901STORY6 D2 ENVOLVENTE Max 0.019938 0.019554STORY6 D2 ENVOLVENTE Min -0.019808 -0.021163STORY5 D2 ENVOLVENTE Max 0.015023 0.015047STORY5 D2 ENVOLVENTE Min -0.014903 -0.016186STORY4 D2 ENVOLVENTE Max 0.010118 0.010404STORY4 D2 ENVOLVENTE Min -0.01002 -0.011125STORY3 D2 ENVOLVENTE Max 0.005575 0.005909STORY3 D2 ENVOLVENTE Min -0.005508 -0.006279STORY2 D2 ENVOLVENTE Max 0.001908 0.002044STORY2 D2 ENVOLVENTE Min -0.001878 -0.002157STORY1 D1 ENVOLVENTE Max 0 0STORY1 D1 ENVOLVENTE Min 0 0

UX UYm mSTORY11 D3 ENVOLVENTE Max 0.040345 0.03733STORY11 D3 ENVOLVENTE Min -0.040305 -0.041705STORY10 D2 ENVOLVENTE Max 0.036828 0.034454STORY10 D2 ENVOLVENTE Min -0.03676 -0.038243STORY9 D2 ENVOLVENTE Max 0.032987 0.03115STORY9 D2 ENVOLVENTE Min -0.03289 -0.034362STORY8 D2 ENVOLVENTE Max 0.028972 0.027558STORY8 D2 ENVOLVENTE Min -0.028856 -0.030211STORY7 D2 ENVOLVENTE Max 0.024663 0.023784STORY7 D2 ENVOLVENTE Min -0.024535 -0.025901STORY6 D2 ENVOLVENTE Max 0.019938 0.019554STORY6 D2 ENVOLVENTE Min -0.019808 -0.021163STORY5 D2 ENVOLVENTE Max 0.015023 0.015047STORY5 D2 ENVOLVENTE Min -0.014903 -0.016186STORY4 D2 ENVOLVENTE Max 0.010118 0.010404STORY4 D2 ENVOLVENTE Min -0.01002 -0.011125STORY3 D2 ENVOLVENTE Max 0.005575 0.005909

Story Diaphragm Load Case/Combo

Story Diaphragm Load Case/Combo


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STORY3 D2 ENVOLVENTE Min -0.005508 -0.006279STORY2 D2 ENVOLVENTE Max 0.001908 0.002044STORY2 D2 ENVOLVENTE Min -0.001878 -0.002157STORY1 D1 ENVOLVENTE Max 0 0STORY1 D1 ENVOLVENTE Min 0 0


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COEFICIENTE DEREDUCCION "R"

MaterialPredominante ( i / hei )

5.25 Concreto Armado 0.007

hei (cm) ( i / hei ) MAX 0.0073062.50 0.0005 CUMPLE2782.50 0.0005 CUMPLE2502.50 0.0006 CUMPLE2222.50 0.0008 CUMPLE1942.50 0.0010 CUMPLE

1662.50 0.0012 CUMPLE1382.50 0.0014 CUMPLE1102.50 0.0016 CUMPLE


COEFICIENTE DE

REDUCCION "R"

Material

Predominante( i / hei )

5.25 Concreto Armado 0.007

hei (cm) ( i / hei ) MAX 0.0073062.50 0.0004 CUMPLE2800.00 0.0005 CUMPLE2520.00 0.0006 CUMPLE2240.00 0.0008 CUMPLE1960.00 0.0010 CUMPLE



A E-030

S X-X

S Y-Y


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UZ RX RY RZ Xm rad rad rad m0 0 0 0.003238 1 10.33360 0 0 -0.003192 1 10.33360 0 0 0.003002 2 10.38240 0 0 -0.002954 2 10.38240 0 0 0.002722 3 10.38240 0 0 -0.002672 3 10.38240 0 0 0.002418 4 10.38240 0 0 -0.002367 4 10.38240 0 0 0.002096 5 10.38240 0 0 -0.002046 5 10.38240 0 0 0.001729 6 10.38240 0 0 -0.001682 6 10.38240 0 0 0.001335 7 10.38240 0 0 -0.001294 7 10.38240 0 0 0.000922 8 10.38240 0 0 -0.000891 8 10.38240 0 0 0.00052 9 10.3824

MAX UX MAX UY

Point

0.024663 0.025901

0.019938 0.021163

0.040345 0.041705

0.036828 0.038243

0.032987 0.034362

0.001908 0.002157

0 0

0.015023 0.016186

0.010118 0.011125

0.005575 0.006279

0.028972 0.030211


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0 0 0 -0.000501 9 10.38240 0 0 0.000176 10 10.38240 0 0 -0.00017 10 10.38240 0 0 0 11 11.31760 0 0 0 11 11.3176


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1054687.5

133333.3333


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186666.6667

Y Zm m7.1923 30.6257.1923 30.6257.0587 27.8257.0587 27.8257.0587 25.0257.0587 25.0257.0587 22.2257.0587 22.2257.0587 19.4257.0587 19.4257.0587 16.6257.0587 16.6257.0587 13.8257.0587 13.8257.0587 11.0257.0587 11.0257.0587 8.225


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7.0587 8.2257.0587 5.4257.0587 5.4257.8362 2.6257.8362 2.625


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1 17.8 7.89 44.33% NO CUMPLE2 17.8 1.50 8.43% CUMPLE

3 17.8 1.50 8.43% CUMPLE4 17.8 1.50 8.43% CUMPLE5 17.8 1.50 8.43% CUMPLE6 17.8 1.50 8.43% CUMPLE7 17.8 1.50 8.43% CUMPLE8 17.8 1.50 8.43% CUMPLE9 17.8 1.50 8.43% CUMPLE

10 17.8 1.50 8.43% CUMPLE

DIM PLANTA X-X(m)

NIVEL

ESQUINAS ENTRANTES% C/R AL DIM.

PLANTADIM.

ENTRANTE %


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14.96 3.41 22.79% NO CUMPLE14.96 4.02 26.87% NO CUMPLE

14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE14.96 4.02 26.87% NO CUMPLE

ORMA E-030% C/R AL DIM.

PLANTADIM.

ENTRANTEDIM PLANTA Y-Y

(m) %


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1 223.7947 185.22 38.57 17.24%

2 229.5174 217.35 12.17 5.30%3 229.5174 217.35 12.17 5.30%4 229.5174 217.35 12.17 5.30%5 229.5174 217.35 12.17 5.30%6 229.5174 217.35 12.17 5.30%7 229.5174 217.35 12.17 5.30%8 229.5174 217.35 12.17 5.30%9 229.5174 217.35 12.17 5.30%

10 229.5174 217.35 12.17 5.30%11 231.6145 228.97 2.65 1.14%

DISCONTINUIDAD DE DIAFRAGMA NORMA E-030% C/R AL A.

BRUTAAREA BRUTA AREA

DIAFRAGMAAREAS ABIERTASNIVEL

( ) ( )


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CUMPLE

CUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLECUMPLE

%


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PISO BLANDOTIPOCOLUMNAPLACA

ASENSORMURO

( i / hei )Concreto Armado 0.007Acero 0.010Albailera 0.005Madera 0.010

Prticos de AceroPrticos de Concreto ArmadoSistema Dual

Muros EstructuralesMuros de ductilidad limitadaAlbailera Armada o ConfinadaConstruccin de Madera (Por esfuerzos admisibles)

SISTEMAS ESTRUCTURALES

SISTEMA ESTRUCTURAL

LMITES PARA DESPLAZAMIENTO LATERAL DE ENTREPISO

Estos lmites no son aplicables a naves industriales

Material Predominante


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Coeficientede

Reduccin-EstructurasRegulares

Coeficientede

Reduccin-EstructurasIrregulares

9.5 7.125 Estructura8 6 Regular7 5.25 Irregular

6 4.54 33 2.257 5.25

Documents

Irregularidad Altura - Planta (E-0.30)