analisis albañileria confinada
DESCRIPTION
albañileria confinadaTRANSCRIPT
CJTRABAJO ESCALONADO DE DISEO EN ALBAILERIAVerificacion eje
X-XVerificacion eje
Y-YMuroL(m)t(m)Area(m2)MuroL(m)t(m)Area(m2)Coordenadas X e Y de
cada muro:Hacer el anlisis y diseo estructural de un edificio de
albailera confinada, cuya planta y especificaciones se indican a
continuacin.1 X3.350.230.771 Y7.850.231.812 X2.250.130.292
Y4.100.230.94MuroX(m)Y(m)MuroX(m)Y(m)3 X2.250.130.293
Y4.100.230.941 X3.22516.0751 Y0.12512.175ESPECIFICACIONES
GENERALES4 X3.650.230.844 Y2.800.130.362 X1.25012.1332
Y3.22514.1505 X4.250.130.555 Y2.750.230.633 X5.32512.1353
Y6.32514.150Ubicacin Tarapoto 6 X2.450.230.566 Y4.400.231.014
X2.5758.4334 Y1.97510.850Nmero de pisos2(+ Azotea7 X1.200.130.167
Y4.350.231.005 X3.3754.2335 Y1.3756.400UsoVivienda8 X4.400.231.018
Y1.810.130.246 X7.55016.0636 Y5.3756.475Sistema Estructural
:Albaileria ConfinadaParapeto:9 X2.130.230.499 Y1.850.130.247
X7.05013.1827 Y2.8752.175Losas Aligeradash=0.90m10 X2.130.230.4910
Y3.350.130.448 X11.75011.1838 Y8.57514.052Concreto fc210
kg/cm2e=0.13m11 X6.930.130.9011 Y12.000.232.769 X9.5638.4339
Y8.57510.425Acero, fy4200 kg/cm212 X4.450.130.5812 Y1.810.130.2410
X13.9388.43310 Y9.0751.750Albailera fm60 kg/cm2kg/m213
X4.700.130.6113 Y4.100.230.9411 X11.7504.23311 Y11.75010.200P. de
albailera1800 kg/cm2kg/m314 X2.450.230.5614 Y4.100.230.9412
X8.2250.07512 Y14.92514.052P. Acabados100 kg/cm2kg/m215
X1.20.130.15615 Y1.850.130.2413 X16.9000.07513
Y17.17514.150Sobrecarga entrepiso250 kg/cm2kg/m216
X3.350.230.770516 Y2.800.130.3614 X15.40016.07814
Y20.27514.150Sobrecarga Azotea200 kg/cm2kg/m217 X2.250.130.292517
Y7.850.231.8115 X16.45013.22415 Y14.92510.42518 X3.650.230.839518
Y4.40.231.01216 X20.27516.07816 Y21.57510.850I.-ESTRUCTURACION:19
X4.250.130.552519 Y2.750.230.632517 X22.37512.17517 Y23.37512.175ln
=4.0520 X2.250.130.292520 Y4.350.231.000518 X20.9258.47518
Y18.1256.4751.01. Predimensionamiento de losa:21 Y3.850.130.500519
X20.1254.27519 Y22.1256.40022 Y2.90.130.37720 X18.17512.17520
Y20.6252.175Segn el Norma E060 Norma de Concreto Armado y
Comnetarios en el Punto 10.4.1.223 Y2.90.130.37721
Y14.4251.750respecto a peralte minimo para no verificar
deflexionaes en losas macizas continuas con sobrecarga 24
Y2.750.230.632522 Y10.4252.900menores a 300 Kg/cm2 y luces menores
de 7.5 m se debe cumplir que:25 Y2.750.230.632523
Y13.0752.900TOTAL11.02TOTAL20.067624 Y8.8757.225h=0.13525
Y14.9257.225h=0.17cm, W alig=280Kg/m2Lx =23.50mConclusin:Ly
=16.20mSe utilizar una losa de :0.17cmDescuento =33.48m2rea de
Lote=380.70m21.02. Parmetros para evaluar la fuerza cortante en la
baserea techada=347.2250m2* Edificio de 4 pisos ubicado en la
ciudad de Tarapoto sobre un suelo Flexible. El edificio esta
destinado a vivienda con 2 departamentos por piso * Conforme a la
norma sismoresistente E-030 se tiene los siguientes factores para
la evaluacion de la fuerza cortante basal sismica
(V)0.0317OK0.0578OKConclusinEn eje X:Comple con la condicin de
mnima densidad de murosEn eje Y:Comple con la condicin de mnima
densidad de murosParmetros Ssmicos ( NORMA E- 030 )III. CALCULO DEL
ESFUERZO ADMISIBLEZUCSDATOSFactor3.1. Esfuerzo axial mximo
admisibleZONA2Z =0.3t1 =0.13mmCATEGORIACU =1t2 =0.23mmTIPO DE
SUELOS3S =1.4h =2.8mTp =0.9f'm =60 kg/cm2Tipo de Estructura
(Periodo T=hn/Ct)Ct =60hn=5.94T= 0.10=7.456Esf. Admisible para
t=0.13AMPLIFICACIN SSMICAC = 2.5SISTEMA ESTRUCTURALR =3=10.55Esf.
Admisible para t=0.23Elevacin de la EdificacinObservaciones de las
comparaciones de los Esfuerzos AdmisiblesPara un h = 2.8 m, existen
fallas en los muros 4Y, 5Y, 11Y, 12Y. Con un esfuerzo actuante de
8.43 Kg/cm2 para un admisible de 7.456 Kg/cm2Para un h = 2.6 m,
existen fallas en los muros 4Y, 5Y, 11Y, 12Y. Con un esfuerzo
actuante de 8.29 Kg/cm3 para un admisible de 8.082 Kg/cm2Para un h
= 2.4 m, no existen fallas en los muros 0.172.8El criterio lgico es
cambiar la altura propuesta por el docente (2.8m) a 2.4m, sin
embargo otra solucin sera reducir el nmero de pisos conservando
h=2.8m0.17Para un N=3 pisos, no existen fallas en los muros. Pero
perderamos 2 departamentos perjudicndonos. Es por eso que opt por
conservar N=4 pisos y reducir a h=2.4m.2.8Para ver justificacin de
h=2.4 m, ver parte 3.1II. ESTRUCTURACINa) Los muros estan
distribuidaos simetricamente b) Las losas seran diafragmas rigidos
de tal manera que se esta uniformizando los desplazamientos de los
muros asi como tambien se arriostraran horizontalmente2.1.
Predimensionamiento de murosh = 2.8t >=0.14t =0.152.2. Densidad
Mnima de MurosVerificar en cada direccion principal que:=0.0150Am
:Sumatoria de areas de corte de muros reforzadosAp :Area de planta
tipica IV. CALCULO DEL PESO TOTAL EL EDIFICIOTABLA DE DATOS PARA
CORRER PROGRAMANmero de pisos2MuroEspesor
tLongitudLongitudLongitudS/C entrepiso250 kg/cm2kg/m2Lt=t=S/C
Azotea200 kg/cm2kg/m2mm0.130.23Luz libre mxima4 m1
X0.233.3503.35Z0.32 X0.132.252.250U13 X0.132.252.250S1.44
X0.233.6503.65Tp0.95 X0.134.254.250Ct606 X0.232.4502.45R37
X0.131.201.20Altura de muro2.80m8 X0.234.4004.4P. E. Albaileria1800
Kg/m39 X0.232.1302.13Longitud de muros no portantes0.00 m10
X0.232.1302.1311 X0.136.936.930Longitud de alfeizar (1 Piso)18.60
m12 X0.134.454.45013 X0.134.704.70Longitud de alfeizar (2
Piso)19.80 m14 X0.232.4502.4515 X0.131.201.20P. Acabados100
kg/cm2kg/m216 X0.233.3503.35Longitud X de lote23.50m17
X0.132.252.250Longitud Y de lote16.20m18 X0.233.6503.65Espesor
10.13m19 X0.134.254.250Espesor 20.23m20 X0.132.252.250Area no
techada33.48mLongitud parapeto79.40mAlbailera fm60
kg/cm2kg/m2Altura de parapeto0.90mEspesor parapeto0.13mAltura de
Alfeizar1.00mMuroEspesor tLongitudLongitudLongitudLt=t=mm0.130.231
Y0.237.8507.852 Y0.234.1004.13 Y0.234.1004.14 Y0.132.802.805
Y0.232.7502.756 Y0.234.4004.47 Y0.234.3504.358 Y0.131.811.8109
Y0.131.851.85010 Y0.133.353.35011 Y0.2312.0001212 Y0.131.811.81013
Y0.234.1004.114 Y0.234.1004.115 Y0.131.851.85016 Y0.132.802.8017
Y0.237.8507.8518 Y0.234.4004.419 Y0.232.7502.7520 Y0.234.3504.3521
Y0.133.853.85022 Y0.132.902.9023 Y0.132.902.9024 Y0.232.7502.7525
Y0.232.7502.75Longitud de muros portantes en la direccin XPara
t=0.13.===>35.98mPara t=0.23.===>27.56mLongitud de muros
portantes en la direccin YPara t=0.13.===>25.92mPara
t=0.23.===>72.60mArea de muros Portantes=31.0838m2Longitud de
muros no portantes=0.000 m
CJ 23.2. Analisis por carga vertical y verificacin de
esfuerzos en direccin XVI. Calculo de Rigideces en X e YVI. Calculo
de Cortantes de traslacin en XVII. Calculo del Centro de
RigidezVIII. Calculo del Centro de Masa IX. Calculo del Momento
Polar de InerciaIX. Calculo de Incrementos de Cortante por
TorsinPara primer PisoPara Segundo PisoPara tercer PisoPara cuarto
PisoEl analisis se realizar para un metro lineal de muro.Vx1
=191324.019Vx2 =114004.537Vx3 =0.000Vx4
=0.000MuroX(Ky/Em)Y(Kx/Em)MuroW
muroPXPYMuroY=Yi-YcrY2Y2(Kx/Em)X=Xi-XcrX2X2(Ky/Em)JMuroVixV2xViyV2yVx
elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy
elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX
DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY
DiseoMuroEspesor tLongitudrea Tributariapp. Muros exhxP.E.xNP.Alig
AtribxWaligxNP.Acab AtribxWacabxNP.Parap P.E.xhparaxeparaTotal
WdTotal WlEsf. WdEsf. WlTotal WlVerificacin:
Muro3(h/lx)4(h/lx)33(h/lx)+4(h/lx)3Kx/EmMuro3(h/ly)4(h/ly)33(h/ly)+4(h/ly)3Ky/EmMuroVx1trasVy1trasMuroVx2trasVy2trasMuroVx3trasVy3trasMuroVx4trasVy4trasex=
Xcm-Xcr=-1.87683I ex I =1.876831L4-1- Cuadro de Pesos totales de
edificacinmmmKg/mKg/mKg/mKg/mKg/mKg/mKg/cm2Kg/cm2Kg/mKg/m1
X1.49E-037.63E-011 X3883.32012523.70762424.3691
X4.85823.6051.121-10.441109.0140.0501.171ey= Ycm-Ycr=-1.97901I ey I
=1.9790111 X987.825414.046-22.590-5.195987.8250.00018321.53565.8391
X588.617246.718644.085148.121588.617644.08510917.281683.3161
X0.0000.0000.0000.0000.0000.0000.0000.0001
X0.0000.0000.0000.0000.0000.0000.0000.0001 X0.233.35
LEONIC: Insertar datos del CAD0.0002318.400.000.00210.602529.000.001.1000.0001.100OkPisoW PortantesW no portantesW AlfeizarW Losa AligeradaW AcabadosW ParapetoWdWlWd+Wl1 X2.5072.3364.8430.0471 X36.5227216.8987253.4204.62E-041 X17333.71065.8391 X10328.66439.2321 X0.0000.0001 X0.0000.0002 X7.03E-051.38E-012 X1474.2001842.75017886.4692 X0.9160.8400.010-12.416154.1560.0090.0182 X44.58018.685-3.269-0.75244.5800.0004191.4548.0122 X26.56411.13429.0676.68526.56429.0672497.56833.8412 X0.0000.0000.0000.0000.0000.0000.0000.0002 X0.0000.0000.0000.0000.0000.0000.0000.0002 X0.132.250.0001310.400.000.000.001310.400.001.0080.0001.008Ok2 X3.7337.70911.4420.0112 X64.61539967.22840031.8435.62E-052 X4146.8748.0122 X2471.0044.7742 X0.0000.0002 X0.0000.0003 X2.99E-041.38E-013 X1474.2007850.11517889.4173 X0.9180.8440.010-8.34169.5720.0040.0133 X44.67718.726-2.196-0.50544.6770.0004191.5518.0123 X26.62211.15829.1306.69926.62229.1302497.62633.9053 X0.0000.0000.0000.0000.0000.0000.0000.0003 X0.0000.0000.0000.0000.0000.0000.0000.0003 X0.132.250.0001310.400.000.000.001310.400.001.0080.0001.008OkPE.xLxexhPE.xLx0.13xhPE.xLxexh alfAt x WaligAt x WacabPE.Lxexh3 X3.7337.70911.4420.0113 X64.61539967.22840031.8435.62E-053 X4146.8748.0123 X2471.0044.7743 X0.0000.0003 X0.0000.0004 X1.30E-034.72E-014 X4231.08010895.03135680.6984 X-2.7847.7480.434-11.091123.0090.0620.496Lx de edificio=23.50mV 1=191324.0194 X-667.353-279.720-26.146-6.0130.0000.00020439.75871.7354 X-397.657-166.677-435.130-100.0670.0000.00012179.47042.7454 X0.0000.0000.0000.0000.0000.0000.0000.0004 X0.0000.0000.0000.0000.0000.0000.0000.0004 X0.233.650.0002318.400.000.000.002318.400.001.0080.0001.008Ok1156662.350.004352.4097223.0034722.500.00292960.2521701.563314661.8154 X2.3011.8064.1070.0564 X36.5227216.8987253.4205.03E-044 X20439.75871.7354 X12179.47042.7454 X0.0000.0004 X0.0000.0005 X3.58E-041.76E-015 X2784.6009398.02511787.2125 X-6.98448.7692.032-10.291105.9040.0112.043Ly de edificio=16.20m5 X-1245.633-522.106-5.118-1.1770.0000.00015206.49615.1345 X-742.237-311.108-812.181-186.7780.0000.0009061.1189.0185 X0.0000.0000.0000.0000.0000.0000.0000.0005 X0.0000.0000.0000.0000.0000.0000.0000.0005 X0.134.252.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok278331.180.000.0097223.0034722.500.00210276.6821701.563231978.2395 X1.9761.1443.1200.0425 X64.61539967.22840031.8431.06E-045 X15206.49615.1345 X9061.1189.0185 X0.0000.0005 X0.0000.0006 X2.55E-033.93E-016 X2840.04021442.30245619.5636 X4.84623.4880.575-6.11637.4050.0130.587V 2 =114004.5376 X507.722212.811-9.678-2.226507.7220.0009438.95248.1516 X302.537126.808331.04676.131302.537331.0465624.403359.7386 X0.0000.0000.0000.0000.0000.0000.0000.0006 X0.0000.0000.0000.0000.0000.0000.0000.0006 X0.232.450.0002318.400.000.00210.602529.000.001.1000.0001.100Ok6 X3.4295.9719.3990.0246 X36.5227216.8987253.4203.38E-046 X8931.23048.1516 X5321.86628.6926 X0.0000.0006 X0.0000.0007 X2.11E-042.96E-027 X786.2405542.99210364.2167 X1.9653.8630.009-6.61643.7710.0010.010eaccx=1.1757 X18.9217.931-0.929-0.21418.9210.000839.6294.2737 X11.2754.72612.3372.83711.27512.337500.31114.8837 X0.0000.0000.0000.0000.0000.0000.0000.0007 X0.0000.0000.0000.0000.0000.0000.0000.0007 X0.131.200.0001310.400.000.00210.601521.000.001.1700.0001.170Ok7 X7.00050.81557.8150.0027 X64.61539967.22840031.8433.00E-057 X820.7084.2737 X489.0362.5467 X0.0000.0007 X0.0000.0008 X7.13E-038.75E-018 X5100.48059930.64057038.6688 X-0.0340.0010.000-1.9163.6710.0020.002V 3 =0.0008 X-11.224-4.704-5.445-1.2520.0000.00028554.88486.4758 X-6.688-2.803-7.318-1.6830.0000.00017015.04251.5288 X0.0000.0000.0000.0000.0000.0000.0000.0008 X0.0000.0000.0000.0000.0000.0000.0000.0008 X0.234.400.0002318.400.000.00210.602529.000.001.1000.0001.100Ok234993.530.004352.40194446.0069445.000.00503236.9343403.13546640.058 X1.9091.0312.9400.0788 X36.5227216.8987253.4206.07E-048 X28554.88486.4758 X17015.04251.5288 X0.0000.0008 X0.0000.0009 X2.81E-031.49E-019 X2469.09623611.96520821.8879 X-2.7847.7480.137-4.10316.8340.0050.142eaccy=0.8109 X-210.350-88.168-5.644-1.2980.0000.0006442.63241.8629 X-125.342-52.537-137.153-31.5410.0000.0003838.98124.9449 X0.0000.0000.0000.0000.0000.0000.0000.0009 X0.0000.0000.0000.0000.0000.0000.0000.0009 X0.232.130.0002318.400.000.00210.602529.000.001.1000.0001.100Ok9 X3.9449.08613.0300.0189 X36.5227216.8987253.4202.94E-049 X6442.63241.8629 X3838.98124.9449 X0.0000.0009 X0.0000.00010 X4.09E-031.49E-0110 X2469.09634414.26020821.88710 X-2.7847.7480.1370.2720.0740.0000.137V 4=0.00010 X-210.350-88.1680.3740.0860.0000.3746442.63242.23610 X-125.342-52.537-137.153-31.5410.0000.0003838.98124.94410 X0.0000.0000.0000.0000.0000.0000.0000.00010 X0.0000.0000.0000.0000.0000.0000.0000.00010 X0.232.130.0002318.400.000.000.002318.400.001.0080.0001.008Ok10 X3.9449.08613.0300.01810 X36.5227216.8987253.4202.94E-0410 X6442.63241.86210 X3838.98124.94410 X0.0000.00010 X0.0000.00011 X2.03E-033.73E-0111 X4540.53653351.29819220.08911 X-6.98448.7694.296-1.9163.6710.0014.29611 X-2633.388-1103.782-1.554-0.3570.0000.00032147.99424.67811 X-1569.161-657.712-1717.030-394.8660.0000.00019156.07514.70511 X0.0000.0000.0000.0000.0000.0000.0000.00011 X0.0000.0000.0000.0000.0000.0000.0000.00011 X0.136.932.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok11 X1.2120.2641.4760.08811 X64.61539967.22840031.8431.73E-0411 X32147.99424.67811 X19156.07514.70511 X0.0000.00011 X0.0000.00012 X9.14E-043.38E-0312 X2915.64023981.139218.67312 X-11.142124.1335.595-5.44129.6040.0035.59912 X-2150.060-901.195-2.833-0.6520.0000.00016452.02415.84712 X-1281.160-536.997-1401.889-322.3930.0000.0009803.2939.44312 X0.0000.0000.0000.0000.0000.0000.0000.00012 X0.0000.0000.0000.0000.0000.0000.0000.00012 X0.134.452.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok12 X1.8880.9962.8840.04512 X64.61539967.22840031.8431.11E-0412 X16452.02415.84712 X9803.2939.44312 X0.0000.00012 X0.0000.00013 X1.98E-033.70E-0313 X3079.44052042.536230.95813 X-11.142124.1336.1293.23410.4590.0016.130Para primer Piso13 X-2355.110-987.1421.7790.4090.0001.77918021.04418.51613 X-1403.343-588.210-1535.586-353.1400.0000.00010738.2279.97313 X0.0000.0000.0000.0000.0000.0000.0000.00013 X0.0000.0000.0000.0000.0000.0000.0000.00013 X0.134.702.0251310.401134.00405.000.002849.40911.252.1920.7012.893OkV- Calculo de la Cortante 13 X1.7870.8462.6330.04913 X64.61539967.22840031.8431.17E-0413 X18021.04416.73713 X10738.2279.97313 X0.0000.00013 X0.0000.00014 X5.20E-033.93E-0114 X2840.04043736.61645662.16314 X4.86123.6340.5781.7343.0070.0010.57914 X509.293213.4702.7440.631509.2932.7449440.52350.89514 X303.473127.201332.07176.367303.473332.0715625.339360.76314 X0.0000.0000.0000.0000.0000.0000.0000.00014 X0.0000.0000.0000.0000.0000.0000.0000.00014 X0.232.450.0002318.400.000.00210.602529.000.001.1000.0001.100OkAhora:14 X3.4295.9719.3990.02414 X36.5227216.8987253.4203.38E-0414 X8931.23048.15114 X5321.86628.69214 X0.0000.00014 X0.0000.00015 X4.93E-042.97E-0215 X786.24012933.64810397.23815 X2.0074.0300.0092.7847.7510.0000.009Mtx1=533604.75 KgMty1=583888.65 Kg15 X19.3258.1000.3910.09019.3250.391840.0334.66415 X11.5154.82712.6012.89811.51512.601500.55215.14715 X0.0000.0000.0000.0000.0000.0000.0000.00015 X0.0000.0000.0000.0000.0000.0000.0000.00015 X0.131.200.0001310.400.000.00210.601521.000.001.1700.0001.170Ok15 X7.00050.81557.8150.00215 X64.61539967.22840031.8433.00E-0515 X820.7084.27315 X489.0362.54615 X0.0000.00015 X0.0000.00016 X9.36E-037.64E-0116 X3883.32078734.31362436.01916 X4.86123.6341.1226.60943.6790.0201.143Mtx2=223659.84 KgMty2=134277.21 Kg16 X988.435414.30114.3003.288988.43514.30018322.14580.13916 X588.980246.870644.482148.212588.980644.48210917.645683.71416 X0.0000.0000.0000.0000.0000.0000.0000.00016 X0.0000.0000.0000.0000.0000.0000.0000.00016 X0.233.350.0002318.400.000.00210.602529.000.001.1000.0001.100OkV =191324.02 Kg16 X2.5072.3364.8430.04716 X36.5227216.8987253.4204.62E-0416 X17333.71065.83916 X10328.66439.23216 X0.0000.00016 X0.0000.00017 X1.26E-031.38E-0117 X1474.20032985.22517948.38517 X0.9580.9190.0108.70975.8470.0040.01517 X46.62319.5422.2930.52746.6232.2934193.49710.30517 X27.78111.64430.3996.99127.78130.3992498.78535.17317 X0.0000.0000.0000.0000.0000.0000.0000.00017 X0.0000.0000.0000.0000.0000.0000.0000.00017 X0.132.250.0001310.400.000.00210.601521.000.001.1700.0001.170Ok17 X3.7337.70911.4420.01117 X64.61539967.22840031.8435.62E-0517 X4146.8748.01217 X2471.0044.77417 X0.0000.00017 X0.0000.00018 X1.05E-024.75E-0118 X4231.08088535.34935858.40318 X-2.7427.5160.4217.25952.6940.0270.44718 X-657.283-275.50017.1123.9350.00017.11220439.75888.84718 X-391.657-164.162-428.564-98.5570.0000.00012179.47042.74518 X0.0000.0000.0000.0000.0000.0000.0000.00018 X0.0000.0000.0000.0000.0000.0000.0000.00018 X0.233.650.0002318.400.000.00210.602529.000.001.1000.0001.100Ok18 X2.3011.8064.1070.05618 X36.5227216.8987253.4205.03E-0418 X20439.75871.73518 X12179.47042.74518 X0.0000.00018 X0.0000.00019 X2.14E-031.78E-0119 X2784.60056040.07511904.16519 X-6.94248.1852.0076.45941.7190.0042.012Para segundo Piso19 X-1238.141-518.9663.2120.7390.0003.21215206.49618.34719 X-737.773-309.237-807.297-185.6550.0000.0009061.1189.01819 X0.0000.0000.0000.0000.0000.0000.0000.00019 X0.0000.0000.0000.0000.0000.0000.0000.00019 X0.134.252.0251310.401134.00405.00210.603060.00911.252.3540.7013.055Ok19 X1.9761.1443.1200.04219 X64.61539967.22840031.8431.06E-0419 X15206.49615.13419 X9061.1189.01819 X0.0000.00019 X0.0000.00020 X1.02E-031.38E-0120 X1474.20026793.58517948.38520 X0.9580.9190.0104.50920.3310.0010.01220 X46.62319.5421.1870.27346.6231.1874193.4979.20020 X27.78111.64430.3996.99127.78130.3992498.78535.17320 X0.0000.0000.0000.0000.0000.0000.0000.00020 X0.0000.0000.0000.0000.0000.0000.0000.00020 X0.132.250.0001310.400.000.00210.601521.000.001.1700.0001.170Ok20 X3.7337.70911.4420.01120 X64.61539967.22840031.8435.62E-0520 X4146.8748.01220 X2471.0044.77420 X0.0000.00020 X0.0000.000Mtx1=317959.88 KgMty1=347922.63 KgMtx2=133272.53 KgMty2=80011.97 Kg3.3. Analisis por carga vertical y verificacin de esfuerzos en direccin YVI. Distribucin de la Fuerza cortante en alturaPara tercer pisoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoEl analisis se realizar para un metro lineal de muro.MuroEspesor tLongitudrea Tributariapp. Muros exhxP.E.xNP.Alig AtribxWaligxNP.Acab AtribxWacabxNP.Parap P.E.xhparaxeparaTotal WdTotal WlEsf. WdEsf. WlTotal WlVerificacin: Muro3(h/lx)4(h/lx)33(h/lx)+4(h/lx)3Kx/EmMuro3(h/ly)4(h/ly)33(h/ly)+4(h/ly)3Ky/EmMuroVx1trasVy1trasMuroVx2trasVy2trasMuroVx3trasVy3trasMuroVx4trasVy4trasMuroX(Ky/Em)Y(Kx/Em)MuroW muroPXPYMuroY=Yi-YcrY2Y2(Kx/Em)X=Xi-XcrX2X2(Ky/Em)JMtx1=0.00 KgMty1=0.00 KgLPisoPihiPihiPihi/(Pihi)FiViMtx2=0.00 KgMty2=0.00 Kg1 Y4.4411.861-11657.336-2680.8444.4410.00026201.29526196.8541 Y2.6461.109-6946.275-1597.4392.6460.000238.02315609.9601 Y0.0000.0000.0000.0000.0000.0000.0000.0001 Y0.0000.0000.0000.0000.0000.0000.0000.000mmmKg/mKg/mKg/mKg/mKg/mKg/mKg/cm2Kg/cm2Kg/mKg/m2 Y7.0992.976-3385.662-778.6037.0990.0009874.4939867.3942 Y4.2301.7734.6291.0644.2304.629127.1665884.3282 Y0.0000.0000.0000.0000.0000.0000.0000.0002 Y0.0000.0000.0000.0000.0000.0000.0000.0001 Y0.237.85
LEONIC: Insertar datos del CAD1.3002318.40728.00260.00210.603517.00585.001.5290.2541.783OkKgmKg.mKgKg1 Y36.5227216.8987253.4201.08E-031 Y1.0700.1821.2520.1841 Y26196.85426196.8541 Y235.37715609.9601 Y0.0000.0001 Y0.0000.0001 Y2.30E-021.32E-021 Y9099.7201137.465110789.0911 Y0.9580.9190.001-13.541183.35833.69533.6963 Y7.0992.976-2380.434-547.4307.0990.0009874.4939867.3943 Y4.2301.7734.6291.0644.2304.629127.1665884.3283 Y0.0000.0000.0000.0000.0000.0000.0000.0003 Y0.0000.0000.0000.0000.0000.0000.0000.0002 Y0.234.101.8002318.401008.00360.000.003686.40810.001.6030.3521.955Ok40.0000.0000.0000.0000.0000.0002 Y36.5227216.8987253.4205.65E-042 Y2.0491.2743.3230.0692 Y9867.3949867.3942 Y122.9365879.6992 Y0.0000.0002 Y0.0000.0002 Y2.23E-018.00E-032 Y4752.72015327.52267250.9882 Y2.9338.6050.005-10.441109.0147.5467.551Para cuarto piso4 Y-0.110-0.046-1017.132-233.9110.0000.0002647.4432647.4434 Y-0.065-0.027-0.072-0.0160.0000.00015.2121577.5364 Y0.0000.0000.0000.0000.0000.0000.0000.0004 Y0.0000.0000.0000.0000.0000.0000.0000.0003 Y0.234.101.7002318.40952.00340.000.003610.40765.001.5700.3331.902Ok30.0000.0000.0000.0000.0000.0003 Y36.5227216.8987253.4205.65E-043 Y2.0491.2743.3230.0693 Y9867.3949867.3943 Y122.9365879.6993 Y0.0000.0003 Y0.0000.0003 Y4.38E-018.00E-033 Y4752.72030060.95467250.9883 Y2.9338.6050.005-7.34153.8903.7303.7355 Y-7.818-3.277-1819.953-418.5360.0000.0004505.8174505.8175 Y-4.659-1.953-5.097-1.1720.0000.00082.4572684.8885 Y0.0000.0000.0000.0000.0000.0000.0000.0005 Y0.0000.0000.0000.0000.0000.0000.0000.0004 Y0.132.800.6881310.40385.00137.500.001832.90309.381.4100.2381.648Ok2231978.2395.9401377950.7370.596114004.537114004.5374 Y64.61539967.22840031.8436.99E-054 Y3.0004.0007.0000.0194 Y2647.4432647.4434 Y15.2121577.5364 Y0.0000.0004 Y0.0000.0004 Y3.67E-027.59E-044 Y1834.5603623.25619904.9764 Y-0.3670.1340.000-11.691136.6792.5382.538Mtx1=0.00 KgMty1=0.00 Kg6 Y-12.314-5.161-3038.666-698.8040.0000.00011152.63111152.6316 Y-7.338-3.076-8.029-1.8460.0000.000131.9316645.5366 Y0.0000.0000.0000.0000.0000.0000.0000.0006 Y0.0000.0000.0000.0000.0000.0000.0000.0005 Y0.232.750.6882318.40385.00137.500.002840.90309.381.2350.1351.370Ok1314661.8152.970934545.5890.40477319.482191324.0195 Y36.5227216.8987253.4203.79E-045 Y3.0554.2227.2770.0325 Y4505.8174505.8175 Y82.4572684.8885 Y0.0000.0005 Y0.0000.0005 Y4.35E-022.43E-035 Y3187.8004383.22520401.9205 Y-4.81723.1990.009-12.291151.0684.7754.784Mtx2=0.00 KgMty2=0.00 Kg7 Y-23.214-9.730-3878.540-891.9500.0000.00010937.23210937.2327 Y-13.833-5.798-15.136-3.4810.0000.000130.4326517.1857 Y0.0000.0000.0000.0000.0000.0000.0000.0007 Y0.0000.0000.0000.0000.0000.0000.0000.0006 Y0.234.401.7252318.40966.00345.000.003629.40776.251.5780.3381.916Ok2312496.326191324.0196 Y36.5227216.8987253.4206.07E-046 Y1.9091.0312.9400.0786 Y11152.63111152.6316 Y131.9316645.5366 Y0.0000.0006 Y0.0000.0006 Y4.21E-013.93E-036 Y5100.48027415.08033025.6086 Y-4.74222.4820.014-8.29168.7405.3785.3918 Y0.5490.230-159.415-36.6610.5490.000953.408952.8598 Y0.3270.1370.3580.0820.3270.35810.161568.1398 Y0.0000.0000.0000.0000.0000.0000.0000.0008 Y0.0000.0000.0000.0000.0000.0000.0000.0007 Y0.234.350.0002318.400.000.000.002318.400.001.0080.0001.008Ok7 Y36.5227216.8987253.4206.00E-047 Y1.9311.0672.9980.0777 Y10937.23210937.2327 Y130.4326517.1857 Y0.0000.0007 Y0.0000.0007 Y2.21E-011.30E-037 Y5042.52014497.24510967.4817 Y-9.04281.7490.049-10.791116.4458.9348.9839 Y-0.157-0.066-168.423-38.7320.0000.0001006.7031006.7039 Y-0.093-0.039-0.102-0.0230.0000.00010.051599.8669 Y0.0000.0000.0000.0000.0000.0000.0000.0009 Y0.0000.0000.0000.0000.0000.0000.0000.0008 Y0.131.812.5881310.401449.00517.500.003276.901164.382.5210.8963.416Ok8 Y64.61539967.22840031.8434.52E-058 Y4.64114.80819.4490.0078 Y952.859952.8598 Y9.834567.7818 Y0.0000.0008 Y0.0000.0008 Y5.73E-026.35E-048 Y1185.91210169.19516664.4358 Y2.8358.0400.000-5.09125.9180.1730.17410 Y-3.392-1.422-577.309-132.7640.0000.0003826.5203826.52010 Y-2.021-0.847-2.211-0.5090.0000.00018.2002280.11410 Y0.0000.0000.0000.0000.0000.0000.0000.00010 Y0.0000.0000.0000.0000.0000.0000.0000.0009 Y0.131.852.5881310.401449.00517.500.003276.901164.382.5210.8963.416Ok9 Y64.61539967.22840031.8434.62E-059 Y4.54113.86818.4090.0079 Y1006.7031006.7039 Y10.051599.8669 Y0.0000.0009 Y0.0000.0009 Y6.06E-024.82E-049 Y1212.12010393.92912636.3519 Y-0.7920.6260.000-5.09125.9180.1830.18311 Y-7.200-3.018-2749.567-632.3190.0000.00043669.30743669.30711 Y-4.290-1.798-4.694-1.0800.0000.000359.81226021.29711 Y0.0000.0000.0000.0000.0000.0000.0000.00011 Y0.0000.0000.0000.0000.0000.0000.0000.00010 Y0.133.350.0001310.400.000.000.001310.400.001.0080.0001.008Ok10 Y64.61539967.22840031.8438.37E-0510 Y2.5072.3364.8430.02710 Y3826.5203826.52010 Y18.2002280.11410 Y0.0000.00010 Y0.0000.00010 Y2.44E-011.46E-0410 Y2194.92019918.8993841.11010 Y-9.46789.6150.007-4.59121.0770.5660.57312 Y0.5490.23039.4259.0660.54939.425953.408992.28312 Y0.3270.1370.3580.0820.3270.35810.161568.13912 Y0.0000.0000.0000.0000.0000.0000.0000.00012 Y0.0000.0000.0000.0000.0000.0000.0000.00011 Y0.2312.003.1002318.401736.00620.000.004674.401395.002.0320.6072.639Ok11 Y36.5227216.8987253.4201.65E-0311 Y0.7000.0510.7510.30611 Y43669.30743669.30711 Y359.81226021.29711 Y0.0000.00011 Y0.0000.00011 Y3.60E+001.69E-0211 Y13910.400163447.200141886.08011 Y-1.0171.0330.002-1.9163.6711.1251.12613 Y7.0992.9761137.865261.6767.0991137.8659874.49311005.25913 Y4.2301.7734.6291.0644.2304.629127.1665884.32813 Y0.0000.0000.0000.0000.0000.0000.0000.00013 Y0.0000.0000.0000.0000.0000.0000.0000.00012 Y0.131.812.5881310.401449.28517.600.003277.281164.602.5210.8963.417Ok12 Y64.61539967.22840031.8434.52E-0512 Y4.64114.80819.4490.00712 Y952.859952.85912 Y9.834567.78112 Y0.0000.00012 Y0.0000.00012 Y9.98E-026.35E-0412 Y1185.91217699.73716664.43512 Y2.8358.0400.0001.2591.5850.0110.01114 Y7.0992.9762143.094492.8497.0992143.0949874.49312010.48814 Y4.2301.7734.6291.0644.2304.629127.1665884.32814 Y0.0000.0000.0000.0000.0000.0000.0000.00014 Y0.0000.0000.0000.0000.0000.0000.0000.00013 Y0.234.101.7002318.40952.00340.000.003610.40765.001.5700.3331.902Ok13 Y36.5227216.8987253.4205.65E-0413 Y2.0491.2743.3230.06913 Y9867.3949867.39413 Y122.9365879.69913 Y0.0000.00013 Y0.0000.00013 Y1.19E+008.00E-0313 Y4752.72081627.96667250.98813 Y2.9338.6050.0053.50912.3130.8520.85715 Y-0.157-0.06641.6529.5790.00041.6521006.7031048.35615 Y-0.093-0.039-0.102-0.0230.0000.00010.051599.86615 Y0.0000.0000.0000.0000.0000.0000.0000.00015 Y0.0000.0000.0000.0000.0000.0000.0000.00014 Y0.234.101.8002318.401008.00360.000.003686.40810.001.6030.3521.955Ok14 Y36.5227216.8987253.4205.65E-0414 Y2.0491.2743.3230.06914 Y9867.3949867.39414 Y122.9365879.69914 Y0.0000.00014 Y0.0000.00014 Y1.40E+008.00E-0314 Y4752.72096361.39867250.98814 Y2.9338.6050.0056.60943.6793.0233.02816 Y-0.110-0.046688.099158.2420.000688.0992647.4433335.54216 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Y-7.338-3.076-8.029-1.8460.0000.000131.9316645.53618 Y0.0000.0000.0000.0000.0000.0000.0000.00018 Y0.0000.0000.0000.0000.0000.0000.0000.00017 Y0.237.851.3002318.40728.00260.00210.603517.00585.001.5290.2541.783Ok17 Y36.5227216.8987253.4201.08E-0317 Y1.0700.1821.2520.18417 Y26196.85426196.85417 Y235.37715609.96017 Y0.0000.00017 Y0.0000.00017 Y4.30E+001.32E-0217 Y9099.720212705.955110789.09117 Y0.9580.9190.0019.70994.26517.32317.32419 Y-7.818-3.2771252.550288.0500.0001252.5504505.8175758.36719 Y-4.659-1.953-5.097-1.1720.0000.00082.4572684.88819 Y0.0000.0000.0000.0000.0000.0000.0000.00019 Y0.0000.0000.0000.0000.0000.0000.0000.00018 Y0.234.404.4002318.402464.00880.000.005662.401980.002.4620.8613.323Ok18 Y36.5227216.8987253.4206.07E-0418 Y1.9091.0312.9400.07818 Y11152.63111152.63118 Y131.9316645.53618 Y0.0000.00018 Y0.0000.00018 Y1.42E+003.93E-0318 Y5100.48092446.20033025.60818 Y-4.74222.4820.0144.45919.8831.5561.56920 Y-23.214-9.7302501.250575.2140.0002501.25010937.23213438.48220 Y-13.833-5.798-15.136-3.4810.0000.000130.4326517.18520 Y0.0000.0000.0000.0000.0000.0000.0000.00020 Y0.0000.0000.0000.0000.0000.0000.0000.00019 Y0.232.750.6882318.40385.28137.600.002841.28309.601.2350.1351.370Ok19 Y36.5227216.8987253.4203.79E-0419 Y3.0554.2227.2770.03219 Y4505.8174505.81719 Y82.4572684.88819 Y0.0000.00019 Y0.0000.00019 Y6.99E-012.43E-0319 Y3187.80070530.07520401.92019 Y-4.81723.1990.0098.45971.5552.2622.27021 Y-3.898-1.634124.24728.5730.000124.2474981.0635105.31021 Y-2.323-0.974-2.541-0.5840.0000.00020.9172968.07421 Y0.0000.0000.0000.0000.0000.0000.0000.00021 Y0.0000.0000.0000.0000.0000.0000.0000.00020 Y0.234.350.0002318.400.000.001.002319.400.001.0080.0001.008Ok20 Y36.5227216.8987253.4206.00E-0420 Y1.9311.0672.9980.07720 Y10937.23210937.23220 Y130.4326517.18520 Y0.0000.00020 Y0.0000.00020 Y1.58E+001.30E-0320 Y5042.520104001.97510967.48120 Y-9.04281.7490.0496.95948.4283.7163.76522 Y-2.579-1.081-303.806-69.8660.0000.0002852.4692852.46922 Y-1.537-0.644-1.682-0.3870.0000.00015.7551699.70522 Y0.0000.0000.0000.0000.0000.0000.0000.00022 Y0.0000.0000.0000.0000.0000.0000.0000.00021 Y0.133.850.0001310.400.000.002.001312.400.001.0100.0001.010Ok21 Y64.61539967.22840031.8439.62E-0521 Y2.1821.5393.7210.03521 Y4981.0634981.06321 Y20.9172968.07421 Y0.0000.00021 Y0.0000.00021 Y5.04E-011.68E-0421 Y2522.52036387.3514414.41021 Y-9.46789.6150.0090.7590.5760.0200.02923 Y-2.579-1.081-55.397-12.7400.0000.0002852.4692852.46923 Y-1.537-0.644-1.682-0.3870.0000.00015.7551699.70523 Y0.0000.0000.0000.0000.0000.0000.0000.00023 Y0.0000.0000.0000.0000.0000.0000.0000.00022 Y0.132.900.0001310.400.000.003.001313.400.001.0100.0001.010Ok22 Y64.61539967.22840031.8437.24E-0522 Y2.8973.6006.4970.02022 Y2852.4692852.46922 Y15.7551699.70522 Y0.0000.00022 Y0.0000.00022 Y2.09E-012.10E-0422 Y1900.08019808.3345510.23222 Y-8.31769.1640.005-3.24110.5040.2100.21524 Y-6.479-2.716-709.410-163.1430.0000.0004505.8174505.81724 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Y36.5227216.8987253.4203.79E-0425 Y3.0554.2227.2770.03225 Y4505.8174505.81725 Y82.4572684.88825 Y0.0000.00025 Y0.0000.00025 Y4.72E-012.74E-0325 Y3187.80047577.91523031.85525 Y-3.99215.9320.0061.2591.5850.0500.056X(Ky/EM)=18.34123Wi=156662.3520J=124.6373Kx/EM=0.5241856681Ky/EM=5.87953PX=1846913.24Ky/EM=1.3421102566Xcr=13.66596PY=1447168.31Ycr=11.21651Xcm11.78913Ycm9.23750
LEONIC: Insertar datos del CAD0.0002318.400.000.00210.602529.000.001.1000.0001.100OkPisoW PortantesW no portantesW AlfeizarW Losa AligeradaW AcabadosW ParapetoWdWlWd+Wl1 X2.5072.3364.8430.0471 X36.5227216.8987253.4204.62E-041 X17333.71065.8391 X10328.66439.2321 X0.0000.0001 X0.0000.0002 X7.03E-051.38E-012 X1474.2001842.75017886.4692 X0.9160.8400.010-12.416154.1560.0090.0182 X44.58018.685-3.269-0.75244.5800.0004191.4548.0122 X26.56411.13429.0676.68526.56429.0672497.56833.8412 X0.0000.0000.0000.0000.0000.0000.0000.0002 X0.0000.0000.0000.0000.0000.0000.0000.0002 X0.132.250.0001310.400.000.000.001310.400.001.0080.0001.008Ok2 X3.7337.70911.4420.0112 X64.61539967.22840031.8435.62E-052 X4146.8748.0122 X2471.0044.7742 X0.0000.0002 X0.0000.0003 X2.99E-041.38E-013 X1474.2007850.11517889.4173 X0.9180.8440.010-8.34169.5720.0040.0133 X44.67718.726-2.196-0.50544.6770.0004191.5518.0123 X26.62211.15829.1306.69926.62229.1302497.62633.9053 X0.0000.0000.0000.0000.0000.0000.0000.0003 X0.0000.0000.0000.0000.0000.0000.0000.0003 X0.132.250.0001310.400.000.000.001310.400.001.0080.0001.008OkPE.xLxexhPE.xLx0.13xhPE.xLxexh alfAt x WaligAt x WacabPE.Lxexh3 X3.7337.70911.4420.0113 X64.61539967.22840031.8435.62E-053 X4146.8748.0123 X2471.0044.7743 X0.0000.0003 X0.0000.0004 X1.30E-034.72E-014 X4231.08010895.03135680.6984 X-2.7847.7480.434-11.091123.0090.0620.496Lx de edificio=23.50mV 1=191324.0194 X-667.353-279.720-26.146-6.0130.0000.00020439.75871.7354 X-397.657-166.677-435.130-100.0670.0000.00012179.47042.7454 X0.0000.0000.0000.0000.0000.0000.0000.0004 X0.0000.0000.0000.0000.0000.0000.0000.0004 X0.233.650.0002318.400.000.000.002318.400.001.0080.0001.008Ok1156662.350.004352.4097223.0034722.500.00292960.2521701.563314661.8154 X2.3011.8064.1070.0564 X36.5227216.8987253.4205.03E-044 X20439.75871.7354 X12179.47042.7454 X0.0000.0004 X0.0000.0005 X3.58E-041.76E-015 X2784.6009398.02511787.2125 X-6.98448.7692.032-10.291105.9040.0112.043Ly de edificio=16.20m5 X-1245.633-522.106-5.118-1.1770.0000.00015206.49615.1345 X-742.237-311.108-812.181-186.7780.0000.0009061.1189.0185 X0.0000.0000.0000.0000.0000.0000.0000.0005 X0.0000.0000.0000.0000.0000.0000.0000.0005 X0.134.252.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok278331.180.000.0097223.0034722.500.00210276.6821701.563231978.2395 X1.9761.1443.1200.0425 X64.61539967.22840031.8431.06E-045 X15206.49615.1345 X9061.1189.0185 X0.0000.0005 X0.0000.0006 X2.55E-033.93E-016 X2840.04021442.30245619.5636 X4.84623.4880.575-6.11637.4050.0130.587V 2 =114004.5376 X507.722212.811-9.678-2.226507.7220.0009438.95248.1516 X302.537126.808331.04676.131302.537331.0465624.403359.7386 X0.0000.0000.0000.0000.0000.0000.0000.0006 X0.0000.0000.0000.0000.0000.0000.0000.0006 X0.232.450.0002318.400.000.00210.602529.000.001.1000.0001.100Ok6 X3.4295.9719.3990.0246 X36.5227216.8987253.4203.38E-046 X8931.23048.1516 X5321.86628.6926 X0.0000.0006 X0.0000.0007 X2.11E-042.96E-027 X786.2405542.99210364.2167 X1.9653.8630.009-6.61643.7710.0010.010eaccx=1.1757 X18.9217.931-0.929-0.21418.9210.000839.6294.2737 X11.2754.72612.3372.83711.27512.337500.31114.8837 X0.0000.0000.0000.0000.0000.0000.0000.0007 X0.0000.0000.0000.0000.0000.0000.0000.0007 X0.131.200.0001310.400.000.00210.601521.000.001.1700.0001.170Ok7 X7.00050.81557.8150.0027 X64.61539967.22840031.8433.00E-057 X820.7084.2737 X489.0362.5467 X0.0000.0007 X0.0000.0008 X7.13E-038.75E-018 X5100.48059930.64057038.6688 X-0.0340.0010.000-1.9163.6710.0020.002V 3 =0.0008 X-11.224-4.704-5.445-1.2520.0000.00028554.88486.4758 X-6.688-2.803-7.318-1.6830.0000.00017015.04251.5288 X0.0000.0000.0000.0000.0000.0000.0000.0008 X0.0000.0000.0000.0000.0000.0000.0000.0008 X0.234.400.0002318.400.000.00210.602529.000.001.1000.0001.100Ok234993.530.004352.40194446.0069445.000.00503236.9343403.13546640.058 X1.9091.0312.9400.0788 X36.5227216.8987253.4206.07E-048 X28554.88486.4758 X17015.04251.5288 X0.0000.0008 X0.0000.0009 X2.81E-031.49E-019 X2469.09623611.96520821.8879 X-2.7847.7480.137-4.10316.8340.0050.142eaccy=0.8109 X-210.350-88.168-5.644-1.2980.0000.0006442.63241.8629 X-125.342-52.537-137.153-31.5410.0000.0003838.98124.9449 X0.0000.0000.0000.0000.0000.0000.0000.0009 X0.0000.0000.0000.0000.0000.0000.0000.0009 X0.232.130.0002318.400.000.00210.602529.000.001.1000.0001.100Ok9 X3.9449.08613.0300.0189 X36.5227216.8987253.4202.94E-049 X6442.63241.8629 X3838.98124.9449 X0.0000.0009 X0.0000.00010 X4.09E-031.49E-0110 X2469.09634414.26020821.88710 X-2.7847.7480.1370.2720.0740.0000.137V 4=0.00010 X-210.350-88.1680.3740.0860.0000.3746442.63242.23610 X-125.342-52.537-137.153-31.5410.0000.0003838.98124.94410 X0.0000.0000.0000.0000.0000.0000.0000.00010 X0.0000.0000.0000.0000.0000.0000.0000.00010 X0.232.130.0002318.400.000.000.002318.400.001.0080.0001.008Ok10 X3.9449.08613.0300.01810 X36.5227216.8987253.4202.94E-0410 X6442.63241.86210 X3838.98124.94410 X0.0000.00010 X0.0000.00011 X2.03E-033.73E-0111 X4540.53653351.29819220.08911 X-6.98448.7694.296-1.9163.6710.0014.29611 X-2633.388-1103.782-1.554-0.3570.0000.00032147.99424.67811 X-1569.161-657.712-1717.030-394.8660.0000.00019156.07514.70511 X0.0000.0000.0000.0000.0000.0000.0000.00011 X0.0000.0000.0000.0000.0000.0000.0000.00011 X0.136.932.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok11 X1.2120.2641.4760.08811 X64.61539967.22840031.8431.73E-0411 X32147.99424.67811 X19156.07514.70511 X0.0000.00011 X0.0000.00012 X9.14E-043.38E-0312 X2915.64023981.139218.67312 X-11.142124.1335.595-5.44129.6040.0035.59912 X-2150.060-901.195-2.833-0.6520.0000.00016452.02415.84712 X-1281.160-536.997-1401.889-322.3930.0000.0009803.2939.44312 X0.0000.0000.0000.0000.0000.0000.0000.00012 X0.0000.0000.0000.0000.0000.0000.0000.00012 X0.134.452.0251310.401134.00405.000.002849.40911.252.1920.7012.893Ok12 X1.8880.9962.8840.04512 X64.61539967.22840031.8431.11E-0412 X16452.02415.84712 X9803.2939.44312 X0.0000.00012 X0.0000.00013 X1.98E-033.70E-0313 X3079.44052042.536230.95813 X-11.142124.1336.1293.23410.4590.0016.130Para primer Piso13 X-2355.110-987.1421.7790.4090.0001.77918021.04418.51613 X-1403.343-588.210-1535.586-353.1400.0000.00010738.2279.97313 X0.0000.0000.0000.0000.0000.0000.0000.00013 X0.0000.0000.0000.0000.0000.0000.0000.00013 X0.134.702.0251310.401134.00405.000.002849.40911.252.1920.7012.893OkV- Calculo de la Cortante 13 X1.7870.8462.6330.04913 X64.61539967.22840031.8431.17E-0413 X18021.04416.73713 X10738.2279.97313 X0.0000.00013 X0.0000.00014 X5.20E-033.93E-0114 X2840.04043736.61645662.16314 X4.86123.6340.5781.7343.0070.0010.57914 X509.293213.4702.7440.631509.2932.7449440.52350.89514 X303.473127.201332.07176.367303.473332.0715625.339360.76314 X0.0000.0000.0000.0000.0000.0000.0000.00014 X0.0000.0000.0000.0000.0000.0000.0000.00014 X0.232.450.0002318.400.000.00210.602529.000.001.1000.0001.100OkAhora:14 X3.4295.9719.3990.02414 X36.5227216.8987253.4203.38E-0414 X8931.23048.15114 X5321.86628.69214 X0.0000.00014 X0.0000.00015 X4.93E-042.97E-0215 X786.24012933.64810397.23815 X2.0074.0300.0092.7847.7510.0000.009Mtx1=533604.75 KgMty1=583888.65 Kg15 X19.3258.1000.3910.09019.3250.391840.0334.66415 X11.5154.82712.6012.89811.51512.601500.55215.14715 X0.0000.0000.0000.0000.0000.0000.0000.00015 X0.0000.0000.0000.0000.0000.0000.0000.00015 X0.131.200.0001310.400.000.00210.601521.000.001.1700.0001.170Ok15 X7.00050.81557.8150.00215 X64.61539967.22840031.8433.00E-0515 X820.7084.27315 X489.0362.54615 X0.0000.00015 X0.0000.00016 X9.36E-037.64E-0116 X3883.32078734.31362436.01916 X4.86123.6341.1226.60943.6790.0201.143Mtx2=223659.84 KgMty2=134277.21 Kg16 X988.435414.30114.3003.288988.43514.30018322.14580.13916 X588.980246.870644.482148.212588.980644.48210917.645683.71416 X0.0000.0000.0000.0000.0000.0000.0000.00016 X0.0000.0000.0000.0000.0000.0000.0000.00016 X0.233.350.0002318.400.000.00210.602529.000.001.1000.0001.100OkV =191324.02 Kg16 X2.5072.3364.8430.04716 X36.5227216.8987253.4204.62E-0416 X17333.71065.83916 X10328.66439.23216 X0.0000.00016 X0.0000.00017 X1.26E-031.38E-0117 X1474.20032985.22517948.38517 X0.9580.9190.0108.70975.8470.0040.01517 X46.62319.5422.2930.52746.6232.2934193.49710.30517 X27.78111.64430.3996.99127.78130.3992498.78535.17317 X0.0000.0000.0000.0000.0000.0000.0000.00017 X0.0000.0000.0000.0000.0000.0000.0000.00017 X0.132.250.0001310.400.000.00210.601521.000.001.1700.0001.170Ok17 X3.7337.70911.4420.01117 X64.61539967.22840031.8435.62E-0517 X4146.8748.01217 X2471.0044.77417 X0.0000.00017 X0.0000.00018 X1.05E-024.75E-0118 X4231.08088535.34935858.40318 X-2.7427.5160.4217.25952.6940.0270.44718 X-657.283-275.50017.1123.9350.00017.11220439.75888.84718 X-391.657-164.162-428.564-98.5570.0000.00012179.47042.74518 X0.0000.0000.0000.0000.0000.0000.0000.00018 X0.0000.0000.0000.0000.0000.0000.0000.00018 X0.233.650.0002318.400.000.00210.602529.000.001.1000.0001.100Ok18 X2.3011.8064.1070.05618 X36.5227216.8987253.4205.03E-0418 X20439.75871.73518 X12179.47042.74518 X0.0000.00018 X0.0000.00019 X2.14E-031.78E-0119 X2784.60056040.07511904.16519 X-6.94248.1852.0076.45941.7190.0042.012Para segundo Piso19 X-1238.141-518.9663.2120.7390.0003.21215206.49618.34719 X-737.773-309.237-807.297-185.6550.0000.0009061.1189.01819 X0.0000.0000.0000.0000.0000.0000.0000.00019 X0.0000.0000.0000.0000.0000.0000.0000.00019 X0.134.252.0251310.401134.00405.00210.603060.00911.252.3540.7013.055Ok19 X1.9761.1443.1200.04219 X64.61539967.22840031.8431.06E-0419 X15206.49615.13419 X9061.1189.01819 X0.0000.00019 X0.0000.00020 X1.02E-031.38E-0120 X1474.20026793.58517948.38520 X0.9580.9190.0104.50920.3310.0010.01220 X46.62319.5421.1870.27346.6231.1874193.4979.20020 X27.78111.64430.3996.99127.78130.3992498.78535.17320 X0.0000.0000.0000.0000.0000.0000.0000.00020 X0.0000.0000.0000.0000.0000.0000.0000.00020 X0.132.250.0001310.400.000.00210.601521.000.001.1700.0001.170Ok20 X3.7337.70911.4420.01120 X64.61539967.22840031.8435.62E-0520 X4146.8748.01220 X2471.0044.77420 X0.0000.00020 X0.0000.000Mtx1=317959.88 KgMty1=347922.63 KgMtx2=133272.53 KgMty2=80011.97 Kg3.3. Analisis por carga vertical y verificacin de esfuerzos en direccin YVI. Distribucin de la Fuerza cortante en alturaPara tercer pisoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoMuroVixV2xViyV2yVx elegidoVy elegidoVX DiseoVY DiseoEl analisis se realizar para un metro lineal de muro.MuroEspesor tLongitudrea Tributariapp. Muros exhxP.E.xNP.Alig AtribxWaligxNP.Acab AtribxWacabxNP.Parap P.E.xhparaxeparaTotal WdTotal WlEsf. WdEsf. WlTotal WlVerificacin: Muro3(h/lx)4(h/lx)33(h/lx)+4(h/lx)3Kx/EmMuro3(h/ly)4(h/ly)33(h/ly)+4(h/ly)3Ky/EmMuroVx1trasVy1trasMuroVx2trasVy2trasMuroVx3trasVy3trasMuroVx4trasVy4trasMuroX(Ky/Em)Y(Kx/Em)MuroW muroPXPYMuroY=Yi-YcrY2Y2(Kx/Em)X=Xi-XcrX2X2(Ky/Em)JMtx1=0.00 KgMty1=0.00 KgLPisoPihiPihiPihi/(Pihi)FiViMtx2=0.00 KgMty2=0.00 Kg1 Y4.4411.861-11657.336-2680.8444.4410.00026201.29526196.8541 Y2.6461.109-6946.275-1597.4392.6460.000238.02315609.9601 Y0.0000.0000.0000.0000.0000.0000.0000.0001 Y0.0000.0000.0000.0000.0000.0000.0000.000mmmKg/mKg/mKg/mKg/mKg/mKg/mKg/cm2Kg/cm2Kg/mKg/m2 Y7.0992.976-3385.662-778.6037.0990.0009874.4939867.3942 Y4.2301.7734.6291.0644.2304.629127.1665884.3282 Y0.0000.0000.0000.0000.0000.0000.0000.0002 Y0.0000.0000.0000.0000.0000.0000.0000.0001 Y0.237.85
LEONIC: Insertar datos del CAD1.3002318.40728.00260.00210.603517.00585.001.5290.2541.783OkKgmKg.mKgKg1 Y36.5227216.8987253.4201.08E-031 Y1.0700.1821.2520.1841 Y26196.85426196.8541 Y235.37715609.9601 Y0.0000.0001 Y0.0000.0001 Y2.30E-021.32E-021 Y9099.7201137.465110789.0911 Y0.9580.9190.001-13.541183.35833.69533.6963 Y7.0992.976-2380.434-547.4307.0990.0009874.4939867.3943 Y4.2301.7734.6291.0644.2304.629127.1665884.3283 Y0.0000.0000.0000.0000.0000.0000.0000.0003 Y0.0000.0000.0000.0000.0000.0000.0000.0002 Y0.234.101.8002318.401008.00360.000.003686.40810.001.6030.3521.955Ok40.0000.0000.0000.0000.0000.0002 Y36.5227216.8987253.4205.65E-042 Y2.0491.2743.3230.0692 Y9867.3949867.3942 Y122.9365879.6992 Y0.0000.0002 Y0.0000.0002 Y2.23E-018.00E-032 Y4752.72015327.52267250.9882 Y2.9338.6050.005-10.441109.0147.5467.551Para cuarto piso4 Y-0.110-0.046-1017.132-233.9110.0000.0002647.4432647.4434 Y-0.065-0.027-0.072-0.0160.0000.00015.2121577.5364 Y0.0000.0000.0000.0000.0000.0000.0000.0004 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CJ 33.-DISEO POR SISMO MODERADO (CONTROL DE FISURACION)B)
CALCULO DE LAS FUERZAS INTERNAS DE DISEO DE SISMO SEVERO Y
C)VERIFICACIN DE NECESIDAD DE COLOCAR REFUERZO HORIZONTALD) DISEO
DE LOS ELEMENTOS DE CONFINAMIENTO DE LOS MUROS DEL PRIMER PISO Y DE
LOS MUROS AGRIETADOS DE LOS PISOS SUPERIORESE) DISEO POR CORTE -
FRICCION (Vc)F) DETERMINACIN DEL REFUERZO VERTICALG) DISEO POR
COMPRESINH) DETERMINACION DE LOS ESTRIBOS DE CONFINAMIENTOPara
primer PisoA) CONTROL DE FISURACINPara unidades de arcillase asumi
ME= 2.8 VEPara primer PisoPara primer Piso.05 f'm=3.00Para primer
PisoPara primer Piso=.85Para primer Piso=.85=.80juntas sin
tratamientoPara primer Piso=.70Valor para estribos cerrados=.8 1
sin/con muros transversosPara primer PisoEstribos de 3/8" = .95
cmAv=2 = 2 x.95 = 1.901.9H: 45 1.5dAs(