Diseo Muros Sismicos

Diseo MurosCurva de interaccionDISEO SISMICO MURO DE CORTEClculo condicin de balanceACI-318dieyifsiTsiAcMnieyifsiTsiAcMniPnbMnbPto.Xb1 Xes'esTsCsCPnMnff Pnf Mnf Pnf MnPoyecto N:1520cmtonf/cm2tonfcm2tonf mtonf/cm2tonfcm2tonf mtonftonf mNcmcmtontontontonton mtonton mfc Agfc Ag hPor:MMA0.000.003.000.266%4.209.902.366.630.289%4.209.902.366.63139.775784841480.960----------225.4040.000Error0.540.001.0Materiales8.000.209%4.184.211.012.610.270%140.00140.741.0187.26319.89185.291146.31124.360.294%-0.019%-2.5728.24315.97346.77641.910.65225.40427.2410.0000.540.0513.000.152%3.053.061.011.750.252%4.204.221.012.412143.38121.870.294%-0.013%-1.7928.24309.63339.66245.780.65220.78029.7580.530.05Fy=4.2tonf/cm218.000.096%1.914.502.362.340.233%4.209.902.365.153140.45119.380.294%-0.007%-0.9928.24303.29332.51749.520.65216.13632.1850.510.05Es=2000tonf/cm2Malla2Capas Nch 430 21.7.2.221.000.062%1.231.130.920.560.222%4.203.870.9221.904137.53116.900.293%-0.001%-0.1528.24296.95325.33753.120.65211.46934.5250.500.06f'c=0.2tonf/cm2OK!31.00-0.052%-1.04-0.960.00-0.370.185%3.693.400.9221.335134.60114.410.293%0.005%0.7228.24290.60318.12256.580.65206.77936.7780.490.06Convencin:>0 Compresin, 0.2f'c=0.04tonf/cm2 ACI 318 21.7.6.3Hormign no Expuesto al aire libre ni sueloRequiere elementos de bordeLosas, Muros, Nervaduras3af44 a f564.04.03bf16 a f362.02.0Lbzmin=13cm3cf12 y menores1.52.0hx=5.00cmOK!ACI 318 21.4.4.3Vigas, columnasrec=3.0cmOK!Armadura principal3.04.0rstmin=0.6%ACI 318 21.4.4.1Estribos2.03.0Cascaras placas delgadasExtremosf18 y mayores2.02.0f16 y menores1.51.5Usaremos E f6@35Elementos de confinamiento en albaileran=4# de estribosArmadura principal f10 y menores2.03.0Asv=33.4cm2/mOK!Estribos1.52.0sh1=3.5cmOK!rst=63.7%OK!s0=15.0cmACI 318 21.4.4.2shmax=3.75cmACI 318 21.4.4.2L0=48.3cmAshmn=6.65cm2/mACI 318 21.4.4.1TramoUsaremos E f6@150n=4# de estribosAsv=8.7cm2/mOK!sh2=15cmOK!shmax=15cmACI 318 21.4.4.6rst=3.9%OK!Zonas de Traslapo barras verticalessh=3.75cm

Resolver

Diseo Muros225.4044702518140225.4044702518139.7757848414220.7804464538216.1359941318211.4693315137206.7790101021202.0634526439197.3209384997192.5495869705187.7473382429182.9119315465178.0408800335173.131441795168.1805863001163.1849553927158.1408177885153.0440157707147.8899024792142.6732677982137.3882503476132.0282324397126.5857140291121.0521605809115.417818341112.0638276068110.7100388504109.3546729913107.9975328917106.6383871288105.2769622031103.9129325199102.5459073657101.175413771399.800873663396.008931409990.300840134884.592748859778.884657584673.176566309567.468475034461.760383759356.052292484350.344201209244.636109934138.92801865933.219927383927.511836108821.803744833714.579888972.6682786949-20.6217493137-71.7263301926

Linea ebf Mn tonf mf Pn tonfDiagrama de Interaccin

0.00265932970.00209154580.0015237620.00095597810.0006153078-0.0005202599-0.0016558276-0.0027913953-0.003926963-0.0050625307-0.0061980984-0.0073336661-0.0084692338-0.0096048015-0.0107403692000000000000000000000000000000000000-0.010853926-0.0114217099-0.0119894937-0.0125572776

diesDeformaciones Unitarias

0.53667731010.53667731010.52566772970.51460950980.50349840840.49233097640.48110345870.46981175830.45845139750.4470174720.43550459890.42390685720.41221771860.40042996740.38853560810.37652575660.36439051370.35211881540.33969825670.32711488180.31435293440.30139455720.288219430.27480432940.26681863720.26359533060.2603682690.25713698310.25390092170.25065943380.24741174410.24415692230.24089384230.23762112780.22859269380.21500200030.20141130680.18782061330.17422991980.16063922630.14704853280.13345783920.11986714570.10627645220.09268575870.07909506520.06550437170.05191367820.03471402140.0063530445-0.0490994031-0.1707769766

f Mn/(f'cAgh)f Pn/f'cAg)Diagrama de Interaccin

MBD0072E3C9.unknown

MBD00962D2E.unknown

MBD000E2FDB.unknown

MBD005B796F.unknown

MBD005D98E0.unknown

MBD000C340C.unknown