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
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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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Y0.0000.0000.0000.0000.0000.0000.0000.00015
Y0.131.852.5881310.401449.28517.60210.603487.881164.602.6830.8963.579Ok15
Y64.61539967.22840031.8434.62E-0515 Y4.54113.86818.4090.00715
Y1006.7031006.70315 Y10.051599.86615 Y0.0000.00015 Y0.0000.00015
Y1.05E-014.82E-0415 Y1212.12018090.89112636.35115
Y-0.7920.6260.0001.2591.5850.0110.01117
Y4.4411.8618358.4521922.1984.4418358.45226201.29534555.30617
Y2.6461.1092.8960.6662.6462.896238.02315612.85617
Y0.0000.0000.0000.0000.0000.0000.0000.00017
Y0.0000.0000.0000.0000.0000.0000.0000.00016
Y0.132.800.6881310.40385.28137.60210.602043.88309.601.5720.2381.810Ok16
Y64.61539967.22840031.8436.99E-0516 Y3.0004.0007.0000.01916
Y2647.4432647.44316 Y15.2121577.53616 Y0.0000.00016 Y0.0000.00016
Y4.01E-017.59E-0416 Y1834.56039580.63219904.97616
Y-0.3670.1340.0007.90962.5531.1621.16218
Y-12.314-5.1611634.252375.8300.0001634.25211152.63112786.88318
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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
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Y0.234.404.4002318.402464.00880.000.005662.401980.002.4620.8613.323Ok18
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Y2852.4692852.46923 Y15.7551699.70523 Y0.0000.00023 Y0.0000.00023
Y2.62E-012.10E-0423 Y1900.08024843.5465510.23223
Y-8.31769.1640.005-0.5910.3490.0070.01225
Y-6.479-2.716186.42842.8730.000186.4284505.8174692.24625
Y-3.861-1.618-4.224-0.9710.0000.00082.4572684.88825
Y0.0000.0000.0000.0000.0000.0000.0000.00025
Y0.0000.0000.0000.0000.0000.0000.0000.00024
Y0.232.752.9882318.401673.00597.505.004593.901344.381.9970.5852.582Ok24
Y36.5227216.8987253.4203.79E-0424 Y3.0554.2227.2770.03224
Y4505.8174505.81724 Y82.4572684.88824 Y0.0000.00024 Y0.0000.00024
Y2.81E-012.74E-0324 Y3187.80028291.72523031.85524
Y-3.99215.9320.006-4.79122.9530.7260.73225
Y0.232.752.9882318.401673.00597.506.004594.901344.381.9980.5852.582Ok25
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
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(