Hoja1PESO DE LA EDIFICACION:5TO NIVELELEMENTO
ESTRUCTURADIMENSIONESCARGASN VECESTOTALabcLOSA
ALIGERADA398.943501139629TABIQUERIA30.518.5120167710ACABADOS30.518.5100156425S/C
150(25%)30.518.537.5121159.375VYY0.30.628.002400560480VXX0.250.416.002400519200COLUMNA
C-10.50.53.42400918360COLUMNA c-2 -c-30.50.53.424001020400COLUMNA
c-40.50.53.4240048160PLACAS DEL ASCENSOR0.2524001600PLACAS DE
ESALERA0.2524001600LOSA MACIZA0.15240013601=413083.375
4TO NIVELELEMENTO ESTRUCTURADIMENSIONESP.UN VECESTOTALabcLOSA
ALIGERADA367.733501128705.5TABIQUERIA30.518.5120167710ACABADOS30.518.5100156425S/C
350(25%)30.518.587.5149371.875VYY0.30.628.002400560480VXX0.250.416.002400519200COLUMNA
C-10.50.53.42400918360COLUMNA c-2 -c-30.50.53.424001020400COLUMNA
c-40.50.53.4240048160PLACAS DEL ASCENSOR0.2524001600PLACAS DE
ESALERA0.2524001600peso de la escalera0.1524001360peso de losa
macisa0.15240027201=431092.375
3er NIVELELEMENTO ESTRUCTURADIMENSIONESP.UN VECESTOTALabcLOSA
ALIGERADA367.733501128705.5MUROS30.518.5120167710ACABADOS30.518.5100156425S/C
350(35%)30.518.5122.5169120.625VYY0.30.628.002400560480VXX0.250.416.002400519200COLUMNA
C-10.50.53.42400918360COLUMNA c-2 -c-30.50.53.424001020400COLUMNA
c-40.50.53.4240048160PLACAS DEL ASCENSOR0.2524001600PLACAS DE
ESALERA0.2524001600peso de la escalera0.1524001360peso de losa
macisa0.15240027201=450841.125
2do NIVELELEMENTO ESTRUCTURADIMENSIONESP.UN VECESTOTALabcLOSA
ALIGERADA367.733501128705.5MUROS30.518.5120167710ACABADOS30.518.5100156425S/C
350(40%)30.518.5140178995VYY0.30.628.002400560480VXX0.250.416.002400519200COLUMNA
C-10.50.53.42400918360COLUMNA c-2 -c-30.50.53.424001020400COLUMNA
c-40.50.53.4240048160PLACAS DEL ASCENSOR0.2524001600PLACAS DE
ESALERA0.2524001600peso de la escalera0.1524001360peso de losa
macisa0.15240027201=460715.5
1er NIVELELEMENTO ESTRUCTURADIMENSIONESP.UN VECESTOTALabcLOSA
ALIGERADA367.733501128705.5MUROS30.518.5120167710ACABADOS30.518.5100156425S/C
350(40%)30.518.5175198743.75VYY0.30.628.002400560480VXX0.250.416.002400519200COLUMNA
C-10.50.53.42400918360COLUMNA c-2 -c-30.50.53.424001020400COLUMNA
c-40.50.53.4240048160PLACAS DEL ASCENSOR0.2524001600PLACAS DE
ESALERA0.2524001600peso de la escalera0.1524001360peso de losa
macisa0.15240027201=480464.25 PE=2236196.625KG PESO TOTAL DE LA
ESTRUCTURAANALISIS SISMICODatos de Tabla:
DATOSCALCULOSCATEGORIA DE EDIFICACIONCU = 1.50ZONA SISMICA3Z =
0.40TIPO DE SUELOS3Tp (s) = 0.90PERIODO FUNDAMENTAL (*)1S =
1.40ALTURA DE LA EDIFICACION (m)16.00CT = 45FACTOR DE REDUCCION
RR8
(*)1Elementos resistentes en la direccin de los prticosT =
0.362Elementos resistentes prticos, cajas de ascensores y
escalerasC = 2.503Elementos sismorresistentes por muros de
corteZUCS/R = 0.2625CORTANTE POR SISMOPe=2236196.625kgPESO TOTAL DE
LA ESTRUCTURAVs = ZUCS/R x PeVs = 587,001.61kg/m2
NIVELPi (Tn)Hi(m)Pi*HiPi*Hi/TOTALVi
(Tn)5413083.3816.006609334.000.3022264819177,407.434431092.3813.005604200.880.2562645365150,427.703450841.1310.004508411.250.2061571213121,014.562460715.507.003225008.500.14747067986,565.531480464.254.001921857.000.087881181351,586.402236196.6321868811.631.00587,001.61SEA:V-5=177,407.43KgV-5=177.41TonV-4=150,427.70KgV-4=150.43TonV-3=121,014.56KgV-3=121.01TonV-2=86,565.53KgV-2=86.57TonV-1=51,586.40KgV-1=51.59Ton
DISTRIBUCION DE LA CARGA
SISMICA:NIVELPihiPi*hi(Pi*hi)/Pi*hiV*[(Pi*hi)/Pi*hi]SxSy5413083.38166609334.000.3022264819177,407.4335,481.4935,481.494431092.38135604200.8750.2562645365150,427.7030,085.5430,085.543450841.13104508411.250.206121,014.5624,202.9124,202.912460715.5073225008.50.14786,565.5317,313.1117,313.111480464.2541921857.000.08851,586.4010,317.2810,317.28=2236196.6321868811.6251.000587,001.61
