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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
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