ZUCS

elementoareaalturaPe (Tn/m3)pelementoareaalturaPe (Tn/m3)pelementoareaalturaPe (Tn/m3)p c-10.1963.5002.4001.649 c-10.1963.5002.4001.649 c-10.1963.6002.4001.696c-20.6453.5002.4005.418c-20.6453.5002.4005.418c-20.6453.6002.4005.573c-30.8833.5002.4007.413c-30.8833.5002.4007.413c-30.8833.6002.4007.625c-40.1963.5002.4001.649c-40.1963.5002.4001.649c-40.1963.6002.4001.696c-50.4953.5002.4004.158c-50.4953.5002.4004.158c-50.4953.6002.4004.277c-60.4633.5002.4003.890c-60.4633.5002.4003.890c-60.4633.6002.4004.001c-70.1963.5002.4001.649c-70.1963.5002.4001.649c-70.1963.6002.4001.696c-80.3203.5002.4002.688c-80.3203.5002.4002.688c-80.3203.6002.4002.765c-90.2833.5002.4002.375c-90.2833.5002.4002.375c-90.2833.6002.4002.443c-100.1963.5002.4001.649c-100.1963.5002.4001.649c-100.1963.6002.4001.696c-110.3203.5002.4002.688c-110.3203.5002.4002.688c-110.3203.6002.4002.765c-120.2833.5002.4002.375c-120.2833.5002.4002.375c-120.2833.6002.4002.443c-130.1963.5002.4001.649c-130.1963.5002.4001.649c-130.1963.6002.4001.696 c-140.3203.5002.4002.688 c-140.3203.5002.4002.688 c-140.3203.6002.4002.765 c-150.2833.5002.4002.375 c-150.2833.5002.4002.375 c-150.2833.6002.4002.443 c-160.1963.5002.4001.649 c-160.1963.5002.4001.649 c-160.1963.6002.4001.696 c-170.4953.5002.4004.158 c-170.4953.5002.4004.158 c-170.4953.6002.4004.277 c-180.4633.5002.4003.890 c-180.4633.5002.4003.890 c-180.4633.6002.4004.001 c-190.1963.5002.4001.649 c-190.1963.5002.4001.649 c-190.1963.6002.4001.696 c-200.5703.5002.4004.788 c-200.5703.5002.4004.788 c-200.5703.6002.4004.925 c-210.8833.5002.4007.413 c-210.8833.5002.4007.413 c-210.8833.6002.4007.625v-10.2404.4002.4002.534v-10.2404.4002.4002.534v-10.1604.4002.4001.690v-20.3209.0002.4006.912v-20.3209.0002.4006.912v-20.2409.0002.4005.184v-30.2404.4502.4002.563v-30.2404.4502.4002.563v-30.1604.4502.4001.709v-40.1804.4502.4001.922v-40.1804.4502.4001.922v-40.1204.4502.4001.282v-50.1804.4502.4001.922v-50.1804.4502.4001.922v-50.1204.4502.4001.282v-60.2404.4002.4002.534v-60.2404.4002.4002.534v-60.1604.4002.4001.690v-70.3209.0002.4006.912v-70.3209.0002.4006.912v-70.2409.0002.4005.184v-80.2404.2502.4002.448v-80.2404.2502.4002.448v-80.1604.2502.4001.632v-90.1804.2502.4001.836v-90.1804.2502.4001.836v-90.1204.2502.4001.224v-100.1804.2502.4001.836v-100.1804.2502.4001.836v-100.1204.2502.4001.224v-110.2404.4002.4002.534v-110.2404.4002.4002.534v-110.1604.4002.4001.690v-120.3209.0002.4006.912v-120.3209.0002.4006.912v-120.2409.0002.4005.184v-130.2404.2502.4002.448v-130.2404.2502.4002.448v-130.1604.2502.4001.632v-140.1804.2502.4001.836v-140.1804.2502.4001.836v-140.1204.2502.4001.224v-150.1804.2502.4001.836v-150.1804.2502.4001.836v-150.1204.2502.4001.224v-160.2404.4002.4002.534v-160.2404.4002.4002.534v-160.1604.4002.4001.690v-170.3209.0002.4006.912v-170.3209.0002.4006.912v-170.2409.0002.4005.184v-180.2404.2502.4002.448v-180.2404.2502.4002.448v-180.1604.2502.4001.632v-190.1804.2502.4001.836v-190.1804.2502.4001.836v-190.1204.2502.4001.224v-200.1804.2502.4001.836v-200.1804.2502.4001.836v-200.1204.2502.4001.224v-210.2404.4002.4002.534v-210.2404.4002.4002.534v-210.1604.4002.4001.690v-220.3209.0002.4006.912v-220.3209.0002.4006.912v-220.2409.0002.4005.184v-230.2404.2502.4002.448v-230.2404.2502.4002.448v-230.1604.2502.4001.632v-240.1804.2502.4001.836v-240.1804.2502.4001.836v-240.1204.2502.4001.224v-250.1804.2502.4001.836v-250.1804.2502.4001.836v-250.1204.2502.4001.224v-260.2404.4002.4002.534v-260.2404.4002.4002.534v-260.1604.4002.4001.690v-270.3209.0002.4006.912v-270.3209.0002.4006.912v-270.2409.0002.4005.184v-280.2404.4502.4002.563v-280.2404.4502.4002.563v-280.1604.4502.4001.709v-290.1804.4502.4001.922v-290.1804.4502.4001.922v-290.1204.4502.4001.282v-300.1804.4502.4001.922v-300.1804.4502.4001.922v-300.1204.4502.4001.282v-310.2404.4002.4002.534v-310.2404.4002.4002.534v-310.1604.4002.4001.690v-320.3209.0002.4006.912v-320.3209.0002.4006.912v-320.2409.0002.4005.184losa119.5800.2000.3001.175losa119.5800.2000.3001.175losa119.5800.0101.0000.196losa240.0500.2000.3002.403losa240.0500.2000.3002.403losa240.0500.0101.0000.401losa318.7000.2000.3001.122losa318.7000.2000.3001.122losa318.7000.0101.0000.187losa438.2500.2000.3002.295losa438.2500.2000.3002.295losa438.2500.0101.0000.383losa518.7000.2000.3001.122losa518.7000.2000.3001.122losa518.7000.0101.0000.187losa638.2500.2000.3002.295losa638.2500.2000.3002.295losa638.2500.0101.0000.383losa718.7000.2000.3001.122losa718.7000.2000.3001.122losa718.7000.0101.0000.187losa838.2500.2000.3002.295losa838.2500.2000.3002.295losa838.2500.0101.0000.383losa918.7000.2000.3001.122losa918.7000.2000.3001.122losa918.7000.0101.0000.187losa1038.2500.2000.3002.295losa1038.2500.2000.3002.295losa1038.2500.0101.0000.383losa1119.5800.2000.3001.175losa1119.5800.2000.3001.175losa1119.5800.0101.0000.196losa1240.0500.2000.3002.403losa1240.0500.2000.3002.403losa1240.0500.1001.0004.005tabqueria347.0600.2000.10034.706tabqueria347.0600.2000.10034.706tabqueria347.0600.2000.10034.706226.809226.809184.558dimension 13.40025.900dimension 13.40025.900dimension 13.40025.900

METRADO DE CARGA VIVA 1er NIVELMETRADO DE CARGA VIVA 1er NIVELMETRADO DE CARGA VIVA 1er NIVELcolegio% s/cancholargos/cPcolegio% s/cancholargos/cP% s/cancholargos/cPaulas509.0025.900.2529.138aulas509.0025.900.2529.138azotea5013.4025.900.035.206corredores504.4025.900.4022.792corredores504.4025.900.4022.7920.00051.93051.9305.206

CALCULO DEL PESO TOTALP-01P-02P.03278.738278.738189.764747.240

0.8030.803

Z=FACTOR DE ZONACALCULO DE CORTANTE BASALU=COEFICIENTE DE USO DE IMPORTANCIA (CATEGORIA)C=FACTOR DE AMPLIFICACION SISMICAV=Z U C S*PS=FACTOR DE AMPLIFICACION DE SUELORR=COEFICIENTE DE REDUCCIONP=PESO TOTAL DE LA ESTRUCTURAPERIODO FUNDAMENTALHn =10.6
WinuE: ALTURA TOTAL

Ct =35
WinuE: PARA PORTICOS

T =0.30

FACTOR DE AMPLIFICACION SISMICA

Tp =0.9
WinuE: SUELO TIPO 3

C =7.43C =2.5R =8

COMPROBACION

=0.313

CALCULO DE LAS FUERZAS CORTANTES PARA CADA EJE (ESTRUCTURA IRREGULAR)

EJE X -XEJE Y -YZ=0.45
WinuE: ZONA 3Z=0.45
WinuE: ZONA 3

U=1.5
WinuE: CATEGORIA AU=1.5
WinuE: CATEGORIA A

C=2.5C=2.5S=1.4
WinuE: SUELO TIPO S3S=1.4
WinuE: SUELO TIPO S3R=8
WinuE: PORTICO CAR=8
WinuE: PORTICO CA

P=747.24
WinuE: PESO TOTALP=747.24
WinuE: PESO TOTAL

Vx =220.669Vx =220.669

FUERZA SISMICA

nivelpeso por nivelaltura acum.P*hVxVyfuerza inercial para c/ejeF xF y1278.7383.50975.58461220.67220.6743.7643.762278.7387.001951.16922220.67220.6787.5387.533189.76410.501992.517548220.67220.6789.3889.38747.2404919.271378220.67220.669458975

VECTOR DE FUERZAS INERCIALES

F=43.763fx187.526fx289.381fx343.763fy187.526fy289.381fy3MATRIZ TRIDIMENSIONAL GENERAL DE LA ESTRUCTURA

ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!K =ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!VECTOR DE DESPLAZAMIENTO GLOBAL CON RESPECTO AL CENTRO DE MASA (D)

MATRIZ DE DESPLAZAMIENTO LATERAL POR PORTICOMATRIZ TRIDIMENSIONAL DE CADA PORTICODESPLAZAMIENTO LOCAL DE CADA PORTICO (Dpk)VECTOR DE FUERZAS

6.5N NIVELES 3COL: 0.35X0.351mVIGA: 0.35X0,50LOZA MACIZA 0.20m1mALFEIZER 1.20mMURO 25cm espesorPARAPETO 12cm CA6.5ALTURA DE CADA PISO 3mALFEIZER 15cm espesorY

X

662.5

ABC123V-1V-2V-3V-10V-5V-4V-7V-8V-9V-8V-6V-11V-12V-14V-13V-15C1C2C3C4

C5C6C7C8C9M-1M-2M-3M-4M-5M-6ALF-1ALF-2ALF-3ALF-4ALF-5ALF-6PARAP-1PARAP-2PARAP-3Dx = ((3 - 2)/h) * 0.75*R

METRADO DE CARGADATOSVIGA 1ER Y 2DO NIVEL40x60VIGA 3ER NIVEL40x40VIGATABIQUERIATOTALFS
Saavedra: FUERZA DE SISMOw =0.384llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll29.79

w =0.5761.2961.872llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll29.18

w =0.5761.261.836llllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllllll14.59

DE ESTA FORMA DIBUJAR EL PORTICO, EXCEPTO EL 3ER PISO, LA CARGA ES UNIFORME