Hoja1DISEO MURO DE CORTEDATOS REGLAMENTO NACIONAL DE EDIFICACIONES

Z (zonificacin) =
Senmache: Nota:Dato de Tabla N 010.4Zona3FACTORES DE ZONAPARMETRO DEL SUELOU (uso) =
Senmache: Nota:Dato de Tabla N 031C: EDIF. COMUNESAncho =8mP = (CM + %CV)ZONAZTIPODESCRIPCINTp(S)STp (uso) =
Senmache: Nota:Dato de Tabla N 020.9Suelos flexibles o con estratos de gran espesorLargo =20mP =752000Kg30.4S1Rocas o suelos muy rgidos0.41S1Area de Edificacin =160m2Fu =
Senmache: Nota: = (Z.U.S.C)*P R131600Kg20.3S2Suelos intermedios0.61.2S2Ct =
Senmache: Nota:Dato de Tabla N 0445SISTEMA DUALNiveles =5PisosV =
Senmache: Nota:V = (Z.U.S.C)*P1052800Kg10.15S3Suelos flexibles o con estratos de gran espesor0.91.4S3h =
Senmache: Nota:Altura Total del Edificio14.70C.M. =890Kg/m2S4Condicones excepcionales**S4T =T < 0.700.33Sin carga concentradaC.V. =200Kg/m2C =(2.50)2.50C.M. =142400Kg/m2S =
Senmache: Nota:Dato de Tabla N 021.40Suelos flexibles o con estratos de gran espesorC.V. =32000Kg/m2Altura 1 Piso =3.50mR (coef. Reducc.) =
Senmache: Nota:Dato de Tabla N 068PORTICOSAltura 2-5 Piso =2.80mCATEGORA DE LAS EDIFICACIONESC/R =(0.125)0.31CATEGORA DESCRIPCIONFACTOR U% =
Senmache: Nota:Dato de Tabla N 07C2500 %Uso ViviendaA: EDIF. ESCENCIALESHOSPITALES, CUARTELES DEL BOMBEROS Y POLICA, CENTROS EUCATIVOS, RESERVORIOS DE AGUA, ETC1.5A: EDIF. ESCENCIALESPisoC.M.C.V.PihiPi*hi%V (Tn)Fza Distrib.V. Final (Tn)eyMto Acc (Tn-m)B: EDIF. IMPORTANTES1142400320001504003.505264007.6910.122.0212.141.0010.12C: EDIF. COMUNES2142400320001504006.3094752013.8518.223.6421.861.0018.22D: EDIF. MENORES3142400320001504009.10136864020.0026.325.2531.571.0026.3241424003200015040011.90178976026.1534.426.8741.291.0034.42B: EDIF. IMPORTANTESESTADIOS, CENTROS COMERCIALES, CARCELES, MUSEOS, BIBLIOTECAS1.351424003200015040014.70221088032.3142.528.4851.001.0042.52

C: EDIF. COMUNESVIVIENDAS, OFICINAS, HOTELES, RESTAURANTES, DEPOSITOS1

752000 (Kg) =6843200100.00

Carga concentrada en el ltimo piso cuando T > 0.7T =0.33Sin carga concentradaD: EDIF. MENORESCERCOS DE BAJA ALTURA, DEPOSSITOS TEMPORALES, PEQUEAS VIVIENDAS*Fa = 0.07*V*T PuMETODO GENERAL

PERALTE EFECTIVOd= 0.8*Lw400.00cm

MURO ESBELTO O MURO CORTOEsbelto si:Recomend.H1(rec. ACI):7.5mOKhw =14.7mLw =5.00mhw/Lw =2.94EsbeltoCorto si:

hw/Lw =2.94Esbelto

DISEO COMO VIGA O COLUMNAConsideracionesSi:Diseo a Flexion (VIGA)

Si:Diseo a Flexo-compresion (Columna)

Donde:Pu Actuan.= 590.05Ton = 0.1*f'c*ep*Lw 0.21TonDISEAR COMO COLUMNA

DISEO DE ACERO C/EMu1,415,417kg-mCuantia Min: 0.0024cm4As min=19.32cm2Ru2.21Cuantia Calculada:1.00As=79.65cm2Area de Acero de Diseo: As79.65cm2a=93.70

As=79.65cm2/mVarilla seleccionada =N85.1cmRefuerzo vertical en la Pantalla16Varillas/m

Usar varillasN8espaciadas 6.5cm

CONFINAMIENTO DE LOS EXTREMOS a =93.70cmC = a/0.85110.24cmSe debe confinar si:a) max compresion 0.2f'cmax =2,289Ton/m2Confinar0.2*f'c =4.2Ton/m2

b) Deriva:Concreto:0.007C 0.24*Lw1.2mAlbaileria0.005C 0.33*Lw1.65mDebe Cumplir C>0.24Lw1.20m

Se debe confinar hasta una longirud:C-0.1Lw0.0cmOjo: Modificar segn el tipo de derivaC/20.0cm30 cm30.0cmConsiderando:30.00cm

Para Acero en cada ExtremoUSAR16 N8 C/E

DISEO POR CORTEFactor de Resistencia por Cote0.85Vu/5,070.59Reglamento RNE E-060 y ACI

376,776KgOK

RESISTENCIA AL CORTE APORTADA POR EL CONCRETO

220,029Kg

Vc2=465,745KgVc= mas desfavorable187,025kgResistencia al corte ubicada a Lw/2Lw/2250.0mMu1,415,417kg-mResistencia al corte aportada por el AceroVs=(Vu-Vc)-182,715kgSeparacion Asumida: S2:35.00cm-4.48cm2

Varilla seleccionada =N41.29cmCUMPLEEspaciamiento Horizontal Recomendado por el CodigoLw/5100>35.00OK3t60>35.00Cuantia Calculada:0.0018CORREGIRCuantia Min: 0.002520cm16.00undUSAR16 N6 @ 35cm

DISEO ACERO VERTICALV(min)=0.0015V(calculado)=0.0035As=7.09cm2

=0.0015As=7.09cm2/mVarilla seleccionada =N62.84cmRefuerzo vertical en la Pantalla2Varillas/m

Usar varillasN6espaciadas 50.0cm

USAR1 N6 @ 50cm

Lw

16 N8 C/E1.20=Lo

hw1 N6 @ 50cm

Lo

16 N8 C/E1.20=Lo

Hoja3DETERMINACION DE LONGITUD DE MUROS DE CORTE*) POR DEFLEXION PERMISIBLEV =ZUCS*PV =1052800H=
Senmache: Nota:Altura 1er Nivel3.50 mc =Numero de Columnas=11c =Numero de Placas=1 =Distorsin Permesible=0.007f'c ==210Kg/cm2Ec =15000* (fc)=217371b =Ancho de Columna=25 cmH=
Senmache: Nota:Altura Total14.70 mt=
Senmache: Nota:Espesor de la PlacaEspesor de Placa=20 cm%=ColumnaPlaca100%25%1/3Longitud de la Placa en 1 Direccin =(%V)*H*Ec*tLongitud de la Placa en 1 Direccin =42.55=45 cmLongitud de la Placa en 1 Direccin =161.83=160 cm*) POR CORTEVu =ZUCS*P=131600KgRLongitud en C/Direccin =%Vu0.85*0.53*raiz(f'c)*tLongitud en C/Direccin =10.08 m*) Vmax que resiste una seccion de Concreto - *2.6*raiz(f'c)*b*d=3375.53kg - Vs2.1*raiz(f'c)*b*d=Vu=131600kgNECESITA REFUERZO

FlexinDim. Acerommcm2mmkg/mDISEO DE LA BARRA LONGITUDINAL VERTICALN21/4''6.400.3220.00.25N33/8''9.500.7130.00.56 REFUERZO VERTICAL =0.0015N41/2''12.701.2940.00.99As.min =3.42cm/mN55/8''15.901.9950.01.55amin =5.36N63/4''19.102.8460.02.24Mu= 642000kg-cmMact.min = 1378799.15kg-cmDesmayoradoN77/8''22.203.8770.03.04F'c= 210kg/cmN81''25.405.1080.03.97F'y= 4200kg/cmN91-1/8''28.706.4590.05.06b=15cmAs=3.42cm2/mN101-1/4''32.308.19101.36.40d=152.00cmVarilla seleccionada =N51.99cmN111-3/8''35.8010.06112.57.91a=1.76cmRefuerzo vertical en la Pantalla2Varillas/mN141-3/4''43.0014.52135.111.38As(cm)=1.12cm2N182-1/4''57.3025.81180.120.24Usar varillasN5@50.0cm

REFUERZO HORIZONTAL =0.002As=4.56cm2/mVarilla seleccionada =N51.99cmRefuerzo vertical en la Pantalla2Varillas/m

Usar varillasN5@50.0cm

NECESIDAD DE CONFINAMIENTO DE EXTREMOS

1Calculo "C"a=1.76C=2.0740844656

L=500cm

Se colocara elementos de confinamiento en los extremos (estribos) de la placa en los bordes si:

1)CLv2)Esfuerzo a Comprension 600hMmax0.2f'c2.07408446560.005833333364200042CONFINAR EXTREMOSCONFINAR EXTREMOSSE CONFINA A LOS EXTREMOS A UNA DISTANCIA:DISTANCIA ENTRE CONFINADO:C -0.1Lw =-47.9259155344cm10 db =cmDISTANCIA C/2 =1.0370422328cm15 cm =15cm30 =30cm

SE CONFINARADISTANCIA30.00 cm15.00 cm

15 cmh

L

Fig. N 01: DesplazamientoFig. N 02: Espaciamiento de estribos

Flexo - Compresin2 5/8"DATOSPLACA:h=190cme=5.27cmTabla de Acerommcm2mmkg/mcmb=15cmd=184.73N21/4''6.400.3220.00.250.64N33/8''9.500.7130.00.560.95AREA DE PLACA =2850cmf'c=210kg/cmN41/2''12.701.2940.00.991.27fy=4200kg/cmN55/8''15.901.9950.01.551.59N63/4''19.102.8460.02.241.91Mu=6.420tn-mPu=83.64tnN77/8''22.203.8770.03.042.22N81''25.405.1080.03.972.54Se tantea un area de acero preliminar:N91-1/8''28.706.4590.05.062.86N101-1/4''32.308.19101.36.403.18As=1.05 cmEc=0.003N111-3/8''35.8010.06112.57.913.49N141-3/4''43.0014.52135.111.384.45Areas de acero con su respectiva cuantias:N182-1/4''57.3025.81180.120.245.72 =1.00%As=28.5 cm6 3/4''+ 6 5/8''+ 0 5/8''As=29.0 cm

=1.50%As=42.8 cm103/4''+ 8 5/8''+ 0 7/8''As=44.3 cm =2.00%As=57.0 cm123/4''+ 10 5/8''+ 0 7/8''As=54.0 cm

=3.00%As=85.5 cm101''+ 12 3/4''+ 0 1-1/4''As=85.1 cm

=4.00%As=114.0 cm161''+ 12 3/4''+ 0 1-3/8''As=115.7 cm

=5.00%As=142.5 cm201''+ 14 3/4''+ 0 1-1/4''As=141.8 cm

=6.00%As=171.0 cm26201''+ 14 3/4''+ 0 1-3/8''As=172.4 cm

CUANTIA 1%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;980.67207tn)PUNTO "B" FALLA BALANCEADA:B=(269 tn-m;338.1 tn)PUNTO "C" ZONA A TRACCION:C=(100 tn-m;362.5 tn)PUNTO "D" ZONA A COMPRENSION:D=(-424 tn-m;1124.6 tn)PUNTO "E" ZONA A COMPRENSION:E=(-190 tn-m;951.1 tn)PUNTO "F" ZONA A TRACCION:F=(126 tn-m;-28.3 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm3/4''1.9052.846 3/4''+ 6 5/8''As=29.0 cm3/4''1.9052.843/4''1.9052.843/4''1.9052.843/4''1.9052.843/4''1.9052.843/4''00y1290.3y1193.93y1393.93y1343.93y193.93Cb=Ec*d=111.0285cmd=185.0475cmy2265.33C=200cmd=185.0475cmy2168.97C=400cmd=185.0475cmy2368.97C=350cmd=185.0475cmy2318.97C=100cmd=185.0475cmy268.97Ec+Es25ab=94.374cmy3239.57ab=170.000cmy3143.21ab=340.000cmy3343.21ab=297.500cmy3293.21ab=85.000cmy343.21Mn =0y4213.81y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5188.05Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.007843932s6=0.0043850903s11=0.0009049028s16=0.0025758251y6162.29s1=0.00290895s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.001994475s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071692403s7=0.0036890528s12=0.0002088653s17=0.0032718626y7136.53s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=503552.07kgs3=0.0064732028s8=0.0029930153s13=0.0004877126s18=0.0039679001y8110.77s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=23856kgCs11=23856kgs4=0.0057771653s9=0.0022969778s14=0.0011837501s19=0.0046639376y985.01s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=23856kgCs12=23856kgs5=0.0050811278s10=0.0016009403s15=0.0018797876s20=0.0053383591y1059.25s5=0.00137535s10=0.00055665s15=0.00248895s20=0.00440895y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=23856kgCs13=23856kgPn =980672.07kgy1133.49y1162.89y11137.11y1187.11y11162.89Cs4=23856kgCs14=23856kgEsfuerzos(kg/cm)y127.73Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=23856kgCs15=23856kgA=(0 tn-m;980.7 tn)1=4200.006 =4200.0011=1900.3016=4200.00y1318.051=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=23856kgCs16=23856kgB=(269 tn-m;338.1 tn)2=4200.007 =4200.0012=438.6217=4200.00y1443.812=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=23856kgCs17=23856kgC=(100 tn-m;362.5 tn)3=4200.008 =4200.0013=1024.2018=4200.00y1569.573=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=23856kgCs18=23856kgD=(-424 tn-m;1124.6 tn)4=4200.009 =4200.0014=2485.8819=4200.00y1695.334=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=23856kgCs19=23856kgE=(-190 tn-m;951.1 tn)5=4200.0010 =3361.9715=3947.5520=4200.00y17121.095=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=23856kgCs20=23856kgF=(126 tn-m;-28.3 tn)y18146.85y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.61Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=23856C6=23856C11=10793.6805414826T16=23856y20197.57C1=23856C6=11796.1956T11=11252.2788T16=23856y20293.93C1=23856C6=23790.0978C11=12265.8606C16=743.4126y2093.93C1=23856C6=22076.6832C11=8906.1264T16=4262.3856y20143.93C1=23856T6=12191.6088T11=23856T16=23856y20393.93C2=23856C7=23856C12=2491.3451951526T17=23856C2=23856C7=7187.2164T12=15861.258T17=23856C2=23856C7=0C12=9961.371T17=1561.077C2=23856C7=0C12=6272.424T17=6896.088C2=23856T7=0T12=23856T17=23856C3=23856C8=23856T13=5817.4360637134T18=23856C3=23856C8=2578.2372T13=20470.2372T18=23856C3=23856C8=19181.1186C13=7656.8814T18=2304.4896C3=23856C8=16809.2784C13=3638.7216T18=9529.7904C3=15462.2664T8=23856T13=23856T18=23856C4=23856C9=23856T14=14119.7714100434T19=23856C4=21014.154T9=2030.742T14=23856T19=23856C4=23856C9=16876.629C14=5352.3918T19=6170.0562C4=23856C9=14175.576C14=1005.0192T19=12163.4928C4=6244.308T9=23856T14=23856T19=23856C5=23856C10=19096.0158878126T15=22422.1067563734T20=23856Cc=252686.9874375C5=16405.1748T10=6639.7212T15=23856T20=23856Cc=455175C5=23856C10=14572.1394C15=3047.9022T20=8400.72Cc=910350C5=23856C10=11541.8736T15=1628.6832T20=14716.88Cc=796556.25T5=2973.6504T10=23856T15=23856T20=23856Cc=227587.5Pn=338.1tnMn=268.6tn-mPn=362.5tnMn=100.1tn-mPn=1124.6tnMn=-424.0tn-mPn=951.1tnMn=-189.9tn-mPn=-28.3tnMn=125.5tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.68698743750.48120.8723.860.9021.511414.120.90-12.73c455.1750.1045.577.190.906.481423.860.90-21.51c910.35-0.75-682.870.000.900.00145.350.90-4.83c796.55625-0.54-428.170.000.900.00141.010.90-0.91c227.58750.53119.570.000.900.001423.860.90-21.51123.862.4458.19823.860.6415.371522.421.16-25.99123.862.4458.1982.580.641.661523.861.16-27.66123.862.4458.19819.180.6412.35153.051.16-3.53123.862.4458.19816.810.6410.83151.631.16-1.89123.862.4458.19823.860.6415.371523.861.16-27.66223.862.1952.24923.860.399.221623.861.42-33.80223.862.1952.2492.030.390.781623.861.42-33.80223.862.1952.24916.880.396.52160.741.42-1.05223.862.1952.24914.180.395.48164.261.42-6.04223.862.1952.24923.860.399.221623.861.42-33.80323.861.9346.091019.100.132.461723.861.67-39.95323.861.9346.09106.640.130.861723.861.67-39.95323.861.9346.091014.570.131.88171.561.67-2.61323.861.9346.091011.540.131.49176.901.67-11.55315.461.9329.871023.860.133.081723.861.67-39.95423.861.6739.951110.790.13-1.391823.861.93-46.09421.011.6735.191111.250.13-1.451823.861.93-46.09423.861.6739.951112.270.13-1.58182.301.93-4.45423.861.6739.95118.910.13-1.15189.531.93-18.4146.241.6710.461123.860.13-3.081823.861.93-46.09523.861.4233.80122.490.39-0.961923.862.19-52.24516.411.4223.241215.860.39-6.131923.862.19-52.24523.861.4233.80129.960.39-3.85196.172.19-13.51523.861.4233.80126.270.39-2.421912.162.19-26.6352.971.424.211223.860.39-9.221923.862.19-52.24623.861.1627.66135.820.64-3.752023.862.4458.19611.801.1613.681320.470.64-13.182023.862.4458.19623.791.1627.58137.660.64-4.93208.402.4420.49622.081.1625.59133.640.64-2.342014.722.4435.90612.191.1614.131323.860.64-15.372023.862.4458.19CUANTIA 1.5%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;977.93388tn)PUNTO "B" FALLA BALANCEADA:B=(268 tn-m;337.9 tn)PUNTO "C" ZONA A TRACCION:C=(100 tn-m;362.5 tn)PUNTO "D" ZONA A COMPRENSION:D=(-405 tn-m;1146.1 tn)PUNTO "E" ZONA A COMPRENSION:E=(-172 tn-m;970.5 tn)PUNTO "F" ZONA A TRACCION:F=(145 tn-m;-49.7 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm3/4''1.9052.8410 3/4''+ 8 5/8''As=44.3 cm3/4''1.9052.843/4''1.9052.843/4''1.9052.843/4''1.9052.843/4''1.9052.84y1290.04y1193.77y1393.93y1343.93y193.93Cb=Ec*d=111.0285cmd=185.0475cmy2265.23C=200cmd=185.0475cmy2168.97C=400cmd=185.0475cmy2368.97C=350cmd=185.0475cmy2318.97C=100cmd=185.0475cmy268.97Ec+Es25ab=94.374cmy3239.47ab=170.000cmy3143.21ab=340.000cmy3343.21ab=297.500cmy3293.21ab=85.000cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078369067s6=0.0043826585s11=0.0009016604s16=0.0025785271y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071665383s7=0.0036863508s12=0.0002056229s17=0.0032745646y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=500813.88kgs3=0.0064705008s8=0.0029903133s13=0.0004904146s18=0.0039706021y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=23856kgCs11=23856kgs4=0.0057744633s9=0.002294546s14=0.0011864521s19=0.0046666396y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=23856kgCs12=23856kgs5=0.005078696s10=0.0015985085s15=0.0018824896s20=0.0053367379y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=23856kgCs13=23856kgPn =977933.88kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=23856kgCs14=23856kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=23856kgCs15=23856kgA=(0 tn-m;977.9 tn)1=4200.006 =4200.0011=1893.4916=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=23856kgCs16=23856kgB=(268 tn-m;337.9 tn)2=4200.007 =4200.0012=431.8117=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=23856kgCs17=23856kgC=(100 tn-m;362.5 tn)3=4200.008 =4200.0013=1029.8718=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=23856kgCs18=23856kgD=(-405 tn-m;1146.1 tn)4=4200.009 =4200.0014=2491.5519=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=23856kgCs19=23856kgE=(-172 tn-m;970.5 tn)5=4200.0010 =3356.8715=3953.2320=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=23856kgCs20=23856kgF=(145 tn-m;-49.7 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=23856C6=23856C11=10755.0050662668T16=23856y20197.51C1=23856C6=11796.1956T11=11252.2788T16=23856y20293.78C1=23856C6=23790.0978C11=12265.8606C16=743.4126y2093.93C1=23856C6=22076.6832C11=8906.1264T16=4262.3856y20143.93C1=23856T6=12191.6088T11=23856T16=23856y20393.93C2=23856C7=23856C12=2452.6697199368T17=23856C2=23856C7=7187.2164T12=15861.258T17=23856C2=23856C7=21485.6082C12=9961.371T17=1561.077C2=23856C7=19442.9808C12=6272.424T17=6896.088C2=23856T7=21409.5672T12=23856T17=23856C3=23856C8=23856T13=5849.6656263932T18=23856C3=23856C8=2578.2372T13=20470.2372T18=23856C3=23856C8=19181.1186C13=7656.8814T18=2304.4896C3=23856C8=16809.2784C13=3638.7216T18=9529.7904C3=15462.2664T8=23856T13=23856T18=23856C4=23856C9=23856T14=14152.0009727232T19=23856C4=21014.154T9=2030.742T14=23856T19=23856C4=23856C9=16876.629C14=5352.3918T19=6170.0562C4=23856C9=14175.576C14=1005.0192T19=12163.4928C4=6244.308T9=23856T14=23856T19=23856C5=23856C10=19067.0092814007T15=22454.3363190532T20=23856Cc=252686.9874375C5=16405.1748T10=6639.7212T15=23856T20=23856Cc=455175C5=23856C10=14572.1394C15=3047.9022T20=8400.72Cc=910350C5=23856C10=11541.8736T15=1628.6832T20=14716.88Cc=796556.25T5=2973.6504T10=23856T15=23856T20=23856Cc=227587.5Pn=337.9tnMn=268.4tn-mPn=362.5tnMn=100.0tn-mPn=1146.1tnMn=-404.7tn-mPn=970.5tnMn=-172.5tn-mPn=-49.7tnMn=144.8tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.68698743750.48120.8723.860.9021.511414.150.90-12.76c455.1750.1045.577.190.906.481423.860.90-21.51c910.35-0.75-682.8721.490.9019.37145.350.90-4.83c796.55625-0.54-428.1719.440.9017.53141.010.90-0.91c227.58750.53119.5721.410.9019.311423.860.90-21.51123.862.4458.15823.860.6415.371522.451.16-26.03123.862.4458.1582.580.641.661523.861.16-27.66123.862.4458.15819.180.6412.35153.051.16-3.53123.862.4458.15816.810.6410.83151.631.16-1.89123.862.4458.15823.860.6415.371523.861.16-27.66223.862.1952.24923.860.399.221623.861.42-33.80223.862.1952.2492.030.390.781623.861.42-33.80223.862.1952.24916.880.396.52160.741.42-1.05223.862.1952.24914.180.395.48164.261.42-6.04223.862.1952.24923.860.399.221623.861.42-33.80323.861.9346.091019.070.132.461723.861.67-39.95323.861.9346.09106.640.130.861723.861.67-39.95323.861.9346.091014.570.131.88171.561.67-2.61323.861.9346.091011.540.131.49176.901.67-11.55315.461.9329.871023.860.133.081723.861.67-39.95423.861.6739.951110.760.13-1.391823.861.93-46.09421.011.6735.191111.250.13-1.451823.861.93-46.09423.861.6739.951112.270.13-1.58182.301.93-4.45423.861.6739.95118.910.13-1.15189.531.93-18.4146.241.6710.461123.860.13-3.081823.861.93-46.09523.861.4233.80122.450.39-0.951923.862.19-52.24516.411.4223.241215.860.39-6.131923.862.19-52.24523.861.4233.80129.960.39-3.85196.172.19-13.51523.861.4233.80126.270.39-2.421912.162.19-26.6352.971.424.211223.860.39-9.221923.862.19-52.24623.861.1627.66135.850.64-3.772023.862.4458.15611.801.1613.681320.470.64-13.182023.862.4458.15623.791.1627.58137.660.64-4.93208.402.4420.48622.081.1625.59133.640.64-2.342014.722.4435.88612.191.1614.131323.860.64-15.372023.862.4458.15CUANTIA 2%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;892.25388tn)PUNTO "B" FALLA BALANCEADA:B=(259 tn-m;312.4 tn)PUNTO "C" ZONA A TRACCION:C=(117 tn-m;389.4 tn)PUNTO "D" ZONA A COMPRENSION:D=(-429 tn-m;1098.6 tn)PUNTO "E" ZONA A COMPRENSION:E=(-196 tn-m;934.0 tn)PUNTO "F" ZONA A TRACCION:F=(158 tn-m;25.5 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm5/8''1.591.9912 3/4''+ 10 5/8''As=44.3 cm5/8''1.591.995/8''1.591.995/8''1.591.995/8''1.591.995/8''1.591.993/4''1.9052.843/4''1.9052.84y1290.043/4''1.9052.84y1193.773/4''1.9052.84y1393.933/4''1.9052.84y1343.933/4''1.9052.84y193.93Cb=Ec*d=111.0285cmd=185.0475cmy2265.23C=200cmd=185.205cmy2168.97C=400cmd=185.205cmy2368.97C=350cmd=185.205cmy2318.97C=100cmd=185.205cmy268.97Ec+Es25ab=94.374cmy3239.47ab=170.000cmy3143.21ab=340.000cmy3343.21ab=297.500cmy3293.21ab=85.000cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078369067s6=0.0043826585s11=0.0009016604s16=0.0025785271y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071665383s7=0.0036863508s12=0.0002056229s17=0.0032745646y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=500813.88kgs3=0.0064705008s8=0.0029903133s13=0.0004904146s18=0.0039706021y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=23856kgCs11=16716kgs4=0.0057744633s9=0.002294546s14=0.0011864521s19=0.0046666396y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=23856kgCs12=16716kgs5=0.005078696s10=0.0015985085s15=0.0018824896s20=0.0053367379y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=23856kgCs13=16716kgPn =892253.88kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=23856kgCs14=16716kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=16716kgCs15=16716kgA=(0 tn-m;892.3 tn)1=4200.006 =4200.0011=1893.4916=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=16716kgCs16=16716kgB=(259 tn-m;312.4 tn)2=4200.007 =4200.0012=431.8117=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=16716kgCs17=23856kgC=(117 tn-m;389.4 tn)3=4200.008 =4200.0013=1029.8718=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=16716kgCs18=23856kgD=(-429 tn-m;1098.6 tn)4=4200.009 =4200.0014=2491.5519=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=16716kgCs19=23856kgE=(-196 tn-m;934.0 tn)5=4200.0010 =3356.8715=3953.2320=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=16716kgCs20=23856kgF=(158 tn-m;25.5 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=23856C6=16716C11=7536.0774936165T16=16716y20197.51C1=23856C6=8265.6441T11=7884.5193T16=16716y20293.78C1=23856C6=16669.82205C11=8594.74035C16=520.91235y2093.93C1=23856C6=15469.2252C11=6240.5604T16=2986.6716y20143.93C1=23856T6=8542.7118T11=16716T16=16716y20393.93C2=23856C7=16716C12=1718.5960361529T17=23856C2=23856C7=5036.1129T12=11114.0505T17=23856C2=23856C7=15055.05645C12=6979.97475T17=1561.077C2=23856C7=13623.7788C12=4395.114T17=6896.088C2=23856T7=15001.7742T12=16716T17=23856C3=23856C8=16716T13=4098.8854213107T18=23856C3=23856C8=1806.5817T13=14343.5817T18=23856C3=23856C8=13440.29085C13=5365.20915T18=2304.4896C3=23856C8=11778.3324C13=2549.6676T18=9529.7904C3=15462.2664T8=16716T13=16716T18=23856C4=23856C9=16716T14=9916.3668787744T19=23856C4=21014.154T9=1422.9495T14=16716T19=23856C4=23856C9=11825.52525C14=3750.44355T19=6170.0562C4=23856C9=9932.886C14=704.2212T19=12163.4928C4=6244.308T9=16716T14=16716T19=23856C5=16716C10=13360.3339683054T15=15733.848336238T20=23856Cc=252686.9874375C5=11495.1753T10=4652.4807T15=16716T20=23856Cc=455175C5=16716C10=10210.75965C15=2135.67795T20=8400.72Cc=910350C5=16716C10=8087.4396T15=1141.2252T20=14716.88Cc=796556.25T5=2083.6494T10=16716T15=16716T20=23856Cc=227587.5Pn=312.4tnMn=259.1tn-mPn=389.4tnMn=117.1tn-mPn=1098.6tnMn=-429.2tn-mPn=934.0tnMn=-196.4tn-mPn=25.5tnMn=158.3tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.68698743750.48120.8716.720.9015.07149.920.90-8.94c455.1750.1045.575.040.904.541416.720.90-15.07c910.35-0.75-682.8715.060.9013.58143.750.90-3.38c796.55625-0.54-428.1713.620.9012.28140.700.90-0.63c227.58750.53119.5715.000.9013.531416.720.90-15.07123.862.4458.15816.720.6410.771515.731.16-18.24123.862.4458.1581.810.641.161516.721.16-19.38123.862.4458.15813.440.648.66152.141.16-2.48123.862.4458.15811.780.647.59151.141.16-1.32123.862.4458.15816.720.6410.771516.721.16-19.38223.862.1952.24916.720.396.461616.721.42-23.68223.862.1952.2491.420.390.551616.721.42-23.68223.862.1952.24911.830.394.57160.521.42-0.74223.862.1952.2499.930.393.84162.991.42-4.23223.862.1952.24916.720.396.461616.721.42-23.68323.861.9346.091013.360.131.721723.861.67-39.95323.861.9346.09104.650.130.601723.861.67-39.95323.861.9346.091010.210.131.32171.561.67-2.61323.861.9346.09108.090.131.04176.901.67-11.55315.461.9329.871016.720.132.151723.861.67-39.95423.861.6739.95117.540.13-0.971823.861.93-46.09421.011.6735.19117.880.13-1.021823.861.93-46.09423.861.6739.95118.590.13-1.11182.301.93-4.45423.861.6739.95116.240.13-0.80189.531.93-18.4146.241.6710.461116.720.13-2.151823.861.93-46.09516.721.4223.68121.720.39-0.661923.862.19-52.24511.501.4216.291211.110.39-4.301923.862.19-52.24516.721.4223.68126.980.39-2.70196.172.19-13.51516.721.4223.68124.400.39-1.701912.162.19-26.6352.081.422.951216.720.39-6.461923.862.19-52.24616.721.1619.38134.100.64-2.642023.862.4458.1568.271.169.581314.340.64-9.242023.862.4458.15616.671.1619.33135.370.64-3.46208.402.4420.48615.471.1617.93132.550.64-1.642014.722.4435.8868.541.169.901316.720.64-10.772023.862.4458.15CUANTIA 3%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;1274.40222tn)PUNTO "B" FALLA BALANCEADA:B=(293 tn-m;405.8 tn)PUNTO "C" ZONA A TRACCION:C=(51 tn-m;288.7 tn)PUNTO "D" ZONA A COMPRENSION:D=(-277 tn-m;1307.4 tn)PUNTO "E" ZONA A COMPRENSION:E=(-64 tn-m;1092.4 tn)PUNTO "F" ZONA A TRACCION:F=(72 tn-m;-270.4 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm1''2.545.110 1''+ 12 3/4''As=85.1 cm1''2.545.11''2.545.11''2.545.11''2.545.11''2.545.13/4''1.9052.843/4''1.9052.84y1290.043/4''1.9052.84y1193.773/4''1.9052.84y1393.933/4''1.9052.84y1343.933/4''1.9052.84y193.93Cb=Ec*d=111.0285cmd=185.0475cmy2265.23C=200cmd=185.0475cmy2168.97C=400cmd=185.0475cmy2368.97C=350cmd=185.0475cmy2318.97C=100cmd=184.73cmy268.97Ec+Es25ab=94.37cmy3239.47ab=170.000cmy3143.21ab=340.000cmy3343.21ab=297.500cmy3293.21ab=85.000cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078369067s6=0.0043826585s11=0.0009016604s16=0.0025785271y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071665383s7=0.0036863508s12=0.0002056229s17=0.0032745646y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=493538.22kgs3=0.0064705008s8=0.0029903133s13=0.0004904146s18=0.0039706021y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=23856kgCs11=42840kgs4=0.0057744633s9=0.002294546s14=0.0011864521s19=0.0046666396y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=23856kgCs12=42840kgs5=0.005078696s10=0.0015985085s15=0.0018824896s20=0.0053367379y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=42840kgCs13=42840kgPn =1274402.22kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=42840kgCs14=42840kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=42840kgCs15=42840kgA=(0 tn-m;1274.4 tn)1=4200.006 =4200.0011=1893.4916=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=42840kgCs16=42840kgB=(293 tn-m;405.8 tn)2=4200.007 =4200.0012=431.8117=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=42840kgCs17=42840kgC=(51 tn-m;288.7 tn)3=4200.008 =4200.0013=1029.8718=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=42840kgCs18=42840kgD=(-277 tn-m;1307.4 tn)4=4200.009 =4200.0014=2491.5519=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=42840kgCs19=23856kgE=(-64 tn-m;1092.4 tn)5=4200.0010 =3356.8715=3953.2320=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=42840kgCs20=23856kgF=(72 tn-m;-270.4 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=23856C6=42840C11=19313.5654359016T16=42840y20197.51C1=23856C6=21183.309T11=20206.557T16=42840y20293.78C1=23856C6=42721.6545C11=22026.7215C16=1335.0015y2093.93C1=23856C6=39644.748C11=15993.396T16=7654.284y20143.93C1=23856T6=21893.382T11=42840T16=42840y20393.93C2=23856C7=42840C12=4404.4421027034T17=42840C2=23856C7=12906.621T12=28483.245T17=42840C2=23856C7=38583.3105C12=17888.3775T17=2803.3425C2=23856C7=34915.212C12=11263.86T17=12383.82C2=23856T7=38446.758T12=42840T17=42840C3=42840C8=42840T13=10504.6812304949T18=42840C3=42840C8=4629.933T13=36759.933T18=42840C3=42840C8=34444.9665C13=13750.0335T18=4138.344C3=42840C8=30185.676C13=6534.324T18=17113.356C3=27766.746T8=42840T13=42840T18=42840C4=42840C9=42840T14=25413.8045636931T19=23856C4=37736.685T9=3646.755T14=42840T19=23856C4=42840C9=30306.6225C14=9611.6895T19=6170.0562C4=42840C9=25456.14C14=1804.788T19=12163.4928C4=11213.37T9=42840T14=42840T19=23856C5=42840C10=34240.0518785717T15=40322.9278968913T20=23856Cc=252686.9874375C5=29459.997T10=11923.443T15=42840T20=23856Cc=455175C5=42840C10=26168.2785C15=5473.3455T20=8400.72Cc=910350C5=42840C10=20726.604T15=2924.748T20=14716.88Cc=796556.25T5=5340.006T10=42840T15=42840T20=23856Cc=227587.5Pn=405.8tnMn=293.4tn-mPn=288.7tnMn=50.9tn-mPn=1307.4tnMn=-276.8tn-mPn=1092.4tnMn=-64.2tn-mPn=-270.4tnMn=72.3tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.68698743750.48120.8742.840.9038.631425.410.90-22.92c455.1750.1045.5712.910.9011.641442.840.90-38.63c910.35-0.75-682.8738.580.9034.79149.610.90-8.67c796.55625-0.54-428.1734.920.9031.48141.800.90-1.63c227.58750.53119.5738.450.9034.671442.840.90-38.63123.862.4458.15842.840.6427.591540.321.16-46.75123.862.4458.1584.630.642.981542.841.16-49.66123.862.4458.15834.440.6422.19155.471.16-6.35123.862.4458.15830.190.6419.44152.921.16-3.39123.862.4458.15842.840.6427.591542.841.16-49.66223.862.1952.24942.840.3916.561642.841.42-60.70223.862.1952.2493.650.391.411642.841.42-60.70223.862.1952.24930.310.3911.71161.341.42-1.89223.862.1952.24925.460.399.84167.651.42-10.85223.862.1952.24942.840.3916.561642.841.42-60.70342.841.9382.771034.240.134.411742.841.67-71.74342.841.9382.771011.920.131.541742.841.67-71.74342.841.9382.771026.170.133.37172.801.67-4.69342.841.9382.771020.730.132.671712.381.67-20.74327.771.9353.651042.840.135.521742.841.67-71.74442.841.6771.741119.310.13-2.491842.841.93-82.77437.741.6763.191120.210.13-2.601842.841.93-82.77442.841.6771.741122.030.13-2.84184.141.93-8.00442.841.6771.741115.990.13-2.061817.111.93-33.06411.211.6718.781142.840.13-5.521842.841.93-82.77542.841.4260.70124.400.39-1.701923.862.19-52.24529.461.4241.741228.480.39-11.011923.862.19-52.24542.841.4260.701217.890.39-6.91196.172.19-13.51542.841.4260.701211.260.39-4.351912.162.19-26.6355.341.427.571242.840.39-16.561923.862.19-52.24642.841.1649.661310.500.64-6.772023.862.4458.15621.181.1624.561336.760.64-23.682023.862.4458.15642.721.1649.531313.750.64-8.86208.402.4420.48639.641.1645.96136.530.64-4.212014.722.4435.88621.891.1625.381342.840.64-27.592023.862.4458.15CUANTIA 4%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;1041.13212tn)PUNTO "B" FALLA BALANCEADA:B=(276 tn-m;382.6 tn)PUNTO "C" ZONA A TRACCION:C=(95 tn-m;334.0 tn)PUNTO "D" ZONA A COMPRENSION:D=(-402 tn-m;1188.8 tn)PUNTO "E" ZONA A COMPRENSION:E=(-170 tn-m;1003.1 tn)PUNTO "F" ZONA A TRACCION:F=(145 tn-m;-125.6 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm1''2.545.116 1''+ 12 3/4''As=115.7 cm1''2.545.11''2.545.11''2.545.11''2.545.11''2.545.13/4''1.9052.843/4''1.9052.84y1290.043/4''1.9052.84y1193.773/4''1.9052.84y1393.933/4''1.9052.84y1343.933/4''1.9052.84y193.93Cb=Ec*d=111.0285cmd=185.0475cmy2265.23C=200cmd=185.0475cmy2168.97C=400cmd=185.0475cmy2368.97C=350cmd=185.0475cmy2318.97C=100cmd=184.73cmy268.97Ec+Es25ab=94.37cmy3239.47ab=170.000cmy3143.21ab=340.000cmy3343.21ab=297.500cmy3293.21ab=85.000cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078369067s6=0.0043826585s11=0.0009016604s16=0.0025785271y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071665383s7=0.0036863508s12=0.0002056229s17=0.0032745646y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=488076.12kgs3=0.0064705008s8=0.0029903133s13=0.0004904146s18=0.0039706021y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=23856kgCs11=42840kgs4=0.0057744633s9=0.002294546s14=0.0011864521s19=0.0046666396y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=23856kgCs12=42840kgs5=0.005078696s10=0.0015985085s15=0.0018824896s20=0.0053367379y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=23856kgCs13=23856kgPn =1041132.12kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=23856kgCs14=23856kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=23856kgCs15=23856kgA=(0 tn-m;1041.1 tn)1=4200.006 =4200.0011=1893.4916=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=23856kgCs16=23856kgB=(276 tn-m;382.6 tn)2=4200.007 =4200.0012=431.8117=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=23856kgCs17=23856kgC=(95 tn-m;334.0 tn)3=4200.008 =4200.0013=1029.8718=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=23856kgCs18=23856kgD=(-402 tn-m;1188.8 tn)4=4200.009 =4200.0014=2491.5519=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=42840kgCs19=23856kgE=(-170 tn-m;1003.1 tn)5=4200.0010 =3356.8715=3953.2320=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=42840kgCs20=23856kgF=(145 tn-m;-125.6 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=23856C6=23856C11=19313.5654359016T16=23856y20197.51C1=23856C6=11796.1956T11=20206.557T16=23856y20293.78C1=23856C6=23790.0978C11=22026.7215T16=743.4126y2093.93C1=23856C6=22076.6832C11=15993.396T16=4262.3856y20143.93C1=23856T6=12191.6088T11=42840T16=23856y20393.93C2=23856C7=23856C12=4404.4421027034T17=23856C2=23856C7=7187.2164T12=28483.245T17=23856C2=23856C7=21485.6082C12=17888.3775T17=1561.077C2=23856C7=19442.9808C12=11263.86T17=6896.088C2=23856T7=21409.5672T12=42840T17=23856C3=23856C8=23856T13=5849.6656263932T18=23856C3=23856C8=2578.2372T13=20470.2372T18=23856C3=23856C8=19181.1186C13=7656.8814T18=2304.4896C3=23856C8=16809.2784C13=3638.7216T18=9529.7904C3=15462.2664T8=23856T13=23856T18=23856C4=23856C9=42840T14=14152.0009727232T19=23856C4=21014.154T9=3646.755T14=23856T19=23856C4=23856C9=30306.6225C14=5352.3918T19=6170.0562C4=23856C9=25456.14C14=1005.0192T19=12163.4928C4=6244.308T9=42840T14=23856T19=23856C5=23856C10=34240.0518785717T15=22454.3363190532T20=23856Cc=252686.9874375C5=16405.1748T10=11923.443T15=23856T20=23856Cc=455175C5=23856C10=26168.2785C15=3047.9022T20=8400.72Cc=910350C5=23856C10=20726.604T15=1628.6832T20=14716.88Cc=796556.25T5=2973.6504T10=42840T15=23856T20=23856Cc=227587.5Pn=382.6tnMn=275.9tn-mPn=334.0tnMn=95.3tn-mPn=1188.8tnMn=-402.3tn-mPn=1003.1tnMn=-169.8tn-mPn=-125.6tnMn=144.8tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.68698743750.48120.8723.860.9021.511414.150.90-12.76c455.1750.1045.577.190.906.481423.860.90-21.51c910.35-0.75-682.8721.490.9019.37145.350.90-4.83c796.55625-0.54-428.1719.440.9017.53141.010.90-0.91c227.58750.53119.5721.410.9019.311423.860.90-21.51123.862.4458.15823.860.6415.371522.451.16-26.03123.862.4458.1582.580.641.661523.861.16-27.66123.862.4458.15819.180.6412.35153.051.16-3.53123.862.4458.15816.810.6410.83151.631.16-1.89123.862.4458.15823.860.6415.371523.861.16-27.66223.862.1952.24942.840.3916.561623.861.42-33.80223.862.1952.2493.650.391.411623.861.42-33.80223.862.1952.24930.310.3911.71160.741.42-1.05223.862.1952.24925.460.399.84164.261.42-6.04223.862.1952.24942.840.3916.561623.861.42-33.80323.861.9346.091034.240.134.411723.861.67-39.95323.861.9346.091011.920.131.541723.861.67-39.95323.861.9346.091026.170.133.37171.561.67-2.61323.861.9346.091020.730.132.67176.901.67-11.55315.461.9329.871042.840.135.521723.861.67-39.95423.861.6739.951119.310.13-2.491823.861.93-46.09421.011.6735.191120.210.13-2.601823.861.93-46.09423.861.6739.951122.030.13-2.84182.301.93-4.45423.861.6739.951115.990.13-2.06189.531.93-18.4146.241.6710.461142.840.13-5.521823.861.93-46.09523.861.4233.80124.400.39-1.701923.862.19-52.24516.411.4223.241228.480.39-11.011923.862.19-52.24523.861.4233.801217.890.39-6.91196.172.19-13.51523.861.4233.801211.260.39-4.351912.162.19-26.6352.971.424.211242.840.39-16.561923.862.19-52.24623.861.1627.66135.850.64-3.772023.862.4458.15611.801.1613.681320.470.64-13.182023.862.4458.15623.791.1627.58137.660.64-4.93208.402.4420.48622.081.1625.59133.640.64-2.342014.722.4435.88612.191.1614.131323.860.64-15.372023.862.4458.15CUANTIA 5%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;1264.28484tn)PUNTO "B" FALLA BALANCEADA:B=(378 tn-m;360.6 tn)PUNTO "C" ZONA A TRACCION:C=(148 tn-m;317.2 tn)PUNTO "D" ZONA A COMPRENSION:D=(-186 tn-m;1291.0 tn)PUNTO "E" ZONA A COMPRENSION:E=(28 tn-m;1076.4 tn)PUNTO "F" ZONA A TRACCION:F=(165 tn-m;-194.4 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm3/4''1.912.8420 1''+ 14 3/4''As=141.8 cm3/4''1.912.843/4''1.912.843/4''1.912.843/4''1.912.843/4''1.912.841''2.545.101''2.545.10y1290.041''2.545.10y1193.771''2.545.10y1393.931''2.545.10y1343.931''2.545.10y193.93Cb=Ec*d=110.838cmd=184.73cmy2265.23C=200cmd=184.73cmy2168.97C=400cmd=184.73cmy2368.97C=350cmd=184.73cmy2318.97C=100cmd=185.0475cmy268.97Ec+Es25ab=94.21cmy3239.47ab=170.0cmy3143.21ab=340.0cmy3343.21ab=297.5cmy3293.21ab=85.0cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078503762s6=0.0043901911s11=0.0009032101s16=0.0025829589y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071788556s7=0.0036926866s12=0.0002059763s17=0.0032801927y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=483420.84kgs3=0.0064816218s8=0.0029954528s13=0.0004912575s18=0.0039774265y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=42840kgCs11=23856kgs4=0.005784388s9=0.0022984897s14=0.0011884913s19=0.0046746603y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=42840kgCs12=23856kgs5=0.0050874249s10=0.0016012559s15=0.0018857251s20=0.0053459102y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=42840kgCs13=42840kgPn =1264284.84kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=42840kgCs14=42840kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=42840kgCs15=42840kgA=(0 tn-m;1264.3 tn)1=4200.006 =4200.0011=1896.7416=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=42840kgCs16=42840kgB=(378 tn-m;360.6 tn)2=4200.007 =4200.0012=432.5517=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=42840kgCs17=42840kgC=(148 tn-m;317.2 tn)3=4200.008 =4200.0013=1031.6418=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=42840kgCs18=42840kgD=(-186 tn-m;1291.0 tn)4=4200.009 =4200.0014=2495.8319=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=23856kgCs19=42840kgE=(28 tn-m;1076.4 tn)5=4200.0010 =3362.6415=3960.0220=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=23856kgCs20=42840kgF=(165 tn-m;-194.4 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=42840C6=42840C11=10773.4899583175T16=42840y20197.51C1=42840C6=21183.309T11=11252.2788T16=42840y20293.78C1=42840C6=42721.6545C11=12265.8606T16=1335.0015y2093.93C1=42840C6=39644.748C11=8906.1264T16=7654.284y20143.93C1=42840T6=21893.382T11=23856T16=42840y20393.93C2=42840C7=42840C12=2456.8851837817T17=42840C2=42840C7=12906.621T12=15861.258T17=42840C2=42840C7=38583.3105C12=9961.371T17=2803.3425C2=42840C7=34915.212C12=6272.424T17=12383.82C2=42840T7=38446.758T12=23856T17=42840C3=42840C8=42840T13=10522.7358848048T18=42840C3=42840C8=4629.933T13=36759.933T18=42840C3=42840C8=34444.9665C13=13750.0335T18=4138.344C3=42840C8=30185.676C13=6534.324T18=17113.356C3=27766.746T8=42840T13=42840T18=42840C4=42840C9=23856T14=25457.4838954149T19=42840C4=37736.685T9=2030.742T14=42840T19=42840C4=42840C9=16876.629C14=9611.6895T19=11080.0305C4=42840C9=14175.576C14=1804.788T19=21842.892C4=11213.37T9=23856T14=42840T19=42840C5=42840C10=19099.7802197802T15=40392.231906025T20=42840Cc=252253.43325C5=29459.997T10=6639.7212T15=42840T20=42840Cc=455175C5=42840C10=14572.1394C15=5473.3455T20=15085.8Cc=910350C5=42840C10=11541.8736T15=2924.748T20=26428.2Cc=796556.25T5=5340.006T10=23856T15=42840T20=42840Cc=227587.5Pn=360.6tnMn=378.3tn-mPn=317.2tnMn=148.1tn-mPn=1291.0tnMn=-185.8tn-mPn=1076.4tnMn=28.3tn-mPn=-194.4tnMn=164.9tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.253433250.48120.8742.840.9038.631425.460.90-22.96c455.1750.1045.5712.910.9011.641442.840.90-38.63c910.35-0.75-682.8738.580.9034.79149.610.90-8.67c796.55625-0.54-428.1734.920.9031.48141.800.90-1.63c227.58750.53119.5738.450.9034.671442.840.90-38.63142.842.44104.43842.840.6427.591540.391.16-46.83142.842.44104.4384.630.642.981542.841.16-49.66142.842.44104.43834.440.6422.19155.471.16-6.35142.842.44104.43830.190.6419.44152.921.16-3.39142.842.44104.43842.840.6427.591542.841.16-49.66242.842.1993.81923.860.399.221642.841.42-60.70242.842.1993.8192.030.390.781642.841.42-60.70242.842.1993.81916.880.396.52161.341.42-1.89242.842.1993.81914.180.395.48167.651.42-10.85242.842.1993.81923.860.399.221642.841.42-60.70342.841.9382.771019.100.132.461742.841.67-71.74342.841.9382.77106.640.130.861742.841.67-71.74342.841.9382.771014.570.131.88172.801.67-4.69342.841.9382.771011.540.131.491712.381.67-20.74327.771.9353.651023.860.133.081742.841.67-71.74442.841.6771.741110.770.13-1.391842.841.93-82.77437.741.6763.191111.250.13-1.451842.841.93-82.77442.841.6771.741112.270.13-1.58184.141.93-8.00442.841.6771.74118.910.13-1.151817.111.93-33.06411.211.6718.781123.860.13-3.081842.841.93-82.77542.841.4260.70122.460.39-0.951942.842.19-93.81529.461.4241.741215.860.39-6.131942.842.19-93.81542.841.4260.70129.960.39-3.851911.082.19-24.26542.841.4260.70126.270.39-2.421921.842.19-47.8355.341.427.571223.860.39-9.221942.842.19-93.81642.841.1649.661310.520.64-6.782042.842.44104.43621.181.1624.561336.760.64-23.682042.842.44104.43642.721.1649.531313.750.64-8.862015.092.4436.77639.641.1645.96136.530.64-4.212026.432.4464.42621.891.1625.381342.840.64-27.592042.842.44104.43CUANTIA 6%PUNTO "A" ESTADO DE CARGA AXIAL PURA:A=(0;1094.6817tn)PUNTO "B" FALLA BALANCEADA:B=(361 tn-m;337.5 tn)PUNTO "C" ZONA A TRACCION:C=(180 tn-m;354.3 tn)PUNTO "D" ZONA A COMPRENSION:D=(-222 tn-m;1227.0 tn)PUNTO "E" ZONA A COMPRENSION:E=(-11 tn-m;1027.6 tn)PUNTO "F" ZONA A TRACCION:F=(177 tn-m;-91.7 tn)

D cmA cmD cmA cmD cmA cmD cmA cmD cmA cmD cmA cm3/4''1.912.8426 1''+ 14 3/4''As=453.8 cm3/4''1.912.843/4''1.912.843/4''1.912.843/4''1.912.843/4''1.912.841''2.545.101''2.545.10y1290.041''2.545.10y1193.771''2.545.10y1393.931''2.545.10y1343.931''2.545.10y193.93Cb=Ec*d=110.838cmd=184.73cmy2265.23C=200cmd=184.73cmy2168.97C=400cmd=184.73cmy2368.97C=350cmd=184.73cmy2318.97C=100cmd=185.0475cmy268.97Ec+Es25ab=94.21cmy3239.47ab=170.0cmy3143.21ab=340.0cmy3343.21ab=297.5cmy3293.21ab=85.0cmy343.21Mn =0y4213.71y4117.45y4317.45y4267.45y417.45Pn =Cc + Cs1 + Cs2 + Cs3 + Cs4 + Cs5 + Cs6 + Cs7 + Cs8 + Cs9 + Cs10 + Cs11 + Cs12 + Cs13 + Cs14 + Cs15 + Cs16 + Cs17 + Cs18 + Cs19 + Cs20 Deformaciones Unitarias:y5187.96Deformaciones Unitarias:y591.69Deformaciones Unitarias:y5291.69Deformaciones Unitarias:y5241.69Deformaciones Unitarias:y58.31s1=0.0078503762s6=0.0043901911s11=0.0009032101s16=0.0025829589y6162.2s1=0.00290655s6=0.00098895s11=0.00094335s16=0.00287535y665.93s1=0.002954475s6=0.002s11=0.001028325s16=0.000062325y6265.93s1=0.0029479714s6=0.0018508286s11=0.0007466571s16=0.0003573429y6215.93s1=0.0028179s6=0.0010221s11=0.0048867s16=0.0087507y634.07s2=0.0071788556s7=0.0036926866s12=0.0002059763s17=0.0032801927y7136.43s2=0.00253455s7=0.00060255s12=0.00132975s17=0.00326175y740.17s2=0.002767275s7=0.001801275s12=0.000835125s17=0.000130875y7240.17s2=0.0027340286s7=0.0016300286s12=0.0005258571s17=0.0005781429y7190.17s2=0.0020691s7=0.0017949s12=0.0056595s17=0.0095235y759.83Cc=427721.7kgs3=0.0064816218s8=0.0029954528s13=0.0004912575s18=0.0039774265y8110.67s3=0.00214815s8=0.00021615s13=0.00171615s18=0.00364815y814.41s3=0.002574075s8=0.001608075s13=0.000641925s18=0.0001932y8214.41s3=0.0025132286s8=0.0014092286s13=0.0003050571s18=0.0007989429y8164.41s3=0.0012963s8=0.0025677s13=0.0064323s18=0.0102963y885.59Cs1=42840kgCs11=23856kgs4=0.005784388s9=0.0022984897s14=0.0011884913s19=0.0046746603y984.92s4=0.00176175s9=0.00017025s14=0.00210255s19=0.00403455y911.35s4=0.002380875s9=0.001414875s14=0.000448725s19=0.000517275y9188.65s4=0.0022924286s9=0.0011884286s14=0.0000842571s19=0.0010197429y9138.65s4=0.0005235s9=0.0033405s14=0.0072051s19=0.0110691y9111.35Cs2=42840kgCs12=23856kgs5=0.0050874249s10=0.0016012559s15=0.0018857251s20=0.0053459102y1059.16s5=0.00137535s10=0.00055665s15=0.00248895s20=0.0044067y1037.11s5=0.002187675s10=0.001221675s15=0.000255525s20=0.000704475y10162.89s5=0.0020716286s10=0.0009676286s15=0.0001365429s20=0.0012336857y10112.89s5=0.0002493s10=0.0041133s15=0.0079779s20=0.0118179y10137.11Cs3=42840kgCs13=23856kgPn =1094681.7kgy1133.37y1162.89y11137.11y1187.11y11162.89Cs4=42840kgCs14=23856kgEsfuerzos(kg/cm)y127.61Esfuerzos(kg/cm)y1288.65Esfuerzos(kg/cm)y12111.35Esfuerzos(kg/cm)y1261.35Esfuerzos(kg/cm)y12188.65Cs5=42840kgCs15=23856kgA=(0 tn-m;1094.7 tn)1=4200.006 =4200.0011=1896.7416=4200.00y1318.151=4200.006 =2076.8011=1981.0416=4200.00y13114.411=4200.006 =4188.4011=2159.4816=130.88y1385.591=4200.006 =3886.7411=1567.9816=750.42y1335.591=4200.006 =2146.4111=4200.0016=4200.00y13214.41Cs6=23856kgCs16=42840kgB=(361 tn-m;337.5 tn)2=4200.007 =4200.0012=432.5517=4200.00y1443.912=4200.007 =1265.3612=2792.4817=4200.00y14140.172=4200.007 =3782.6812=1753.7617=274.84y1459.832=4200.007 =3423.0612=1104.3017=1214.10y149.832=4200.007 =3769.2912=4200.0017=4200.00y14240.17Cs7=23856kgCs17=42840kgC=(180 tn-m;354.3 tn)3=4200.008 =4200.0013=1031.6418=4200.00y1569.673=4200.008 =453.9213=3603.9218=4200.00y15165.933=4200.008 =3376.9613=1348.0418=405.72y1534.073=4200.008 =2959.3813=640.6218=1677.78y1515.933=2722.238 =4200.0013=4200.0018=4200.00y15265.93Cs8=23856kgCs18=42840kgD=(-222 tn-m;1227.0 tn)4=4200.009 =4200.0014=2495.8319=4200.00y1695.434=3699.689 =357.5314=4200.0019=4200.00y16191.694=4200.009 =2971.2414=942.3219=1086.28y168.314=4200.009 =2495.7014=176.9419=2141.46y1641.694=1099.359 =4200.0014=4200.0019=4200.00y16291.69Cs9=23856kgCs19=42840kgE=(-11 tn-m;1027.6 tn)5=4200.0010 =3362.6415=3960.0220=4200.00y17121.195=2888.2410 =1168.9715=4200.0020=4200.00y17217.455=4200.0010 =2565.5215=536.6020=1479.00y1717.455=4200.0010 =2032.0215=286.7420=2591.00y1767.455=523.5310 =4200.0015=4200.0020=4200.00y17317.45Cs10=23856kgCs20=42840kgF=(177 tn-m;-91.7 tn)y18146.95y18243.21y1825.76y1893.21y18343.21Fuerzas(kg)y19172.71Fuerzas(kg)y19268.97Fuerzas(kg)y1968.97Fuerzas(kg)y19118.97Fuerzas(kg)y19368.97C1=42840C6=23856C11=10773.4899583175T16=42840y20197.51C1=42840C6=11796.1956T11=11252.2788T16=42840y20293.78C1=42840C6=23790.0978C11=12265.8606T16=1335.0015y2093.93C1=42840C6=22076.6832C11=8906.1264T16=7654.284y20143.93C1=42840T6=12191.6088T11=23856T16=42840y20393.93C2=42840C7=23856C12=2456.8851837817T17=42840C2=42840C7=7187.2164T12=15861.258T17=42840C2=42840C7=21485.6082C12=9961.371T17=2803.3425C2=42840C7=19442.9808C12=6272.424T17=12383.82C2=42840T7=21409.5672T12=23856T17=42840C3=42840C8=23856T13=5859.7195907541T18=42840C3=42840C8=2578.2372T13=20470.2372T18=42840C3=42840C8=19181.1186C13=7656.8814T18=4138.344C3=42840C8=16809.2784C13=3638.7216T18=17113.356C3=27766.746T8=23856T13=23856T18=42840C4=42840C9=23856T14=14176.3243652899T19=42840C4=37736.685T9=2030.742T14=23856T19=42840C4=42840C9=16876.629C14=5352.3918T19=11080.0305C4=42840C9=14175.576C14=1005.0192T19=21842.892C4=11213.37T9=23856T14=23856T19=42840C5=42840C10=19099.7802197802T15=22492.9291398257T20=42840Cc=252253.43325C5=29459.997T10=6639.7212T15=23856T20=42840Cc=455175C5=42840C10=14572.1394C15=3047.9022T20=15085.8Cc=910350C5=42840C10=11541.8736T15=1628.6832T20=26428.2Cc=796556.25T5=5340.006T10=23856T15=23856T20=42840Cc=227587.5Pn=337.5tnMn=360.9tn-mPn=354.3tnMn=180.4tn-mPn=1227.0tnMn=-222.4tn-mPn=1027.6tnMn=-10.5tn-mPn=-91.7tnMn=177.4tn-mFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)MomentosFuerzas (tn)Distancias (m)MomentosFuerzasDistancias (m)MomentosFuerzasDistancias (m)Momentosc252.253433250.48120.8723.860.9021.511414.180.90-12.78c455.1750.1045.577.190.906.481423.860.90-21.51c910.35-0.75-682.8721.490.9019.37145.350.90-4.83c796.55625-0.54-428.1719.440.9017.53141.010.90-0.91c227.58750.53119.5721.410.9019.311423.860.90-21.51142.842.44104.43823.860.6415.371522.491.16-26.08142.842.44104.4382.580.641.661523.861.16-27.66142.842.44104.43819.180.6412.35153.051.16-3.53142.842.44104.43816.810.6410.83151.631.16-1.89142.842.44104.43823.860.6415.371523.861.16-27.66242.842.1993.81923.860.399.221642.841.42-60.70242.842.1993.8192.030.390.781642.841.42-60.70242.842.1993.81916.880.396.52161.341.42-1.89242.842.1993.81914.180.395.48167.651.42-10.85242.842.1993.81923.860.399.221642.841.42-60.70342.841.9382.771019.100.132.461742.841.67-71.74342.841.9382.77106.640.130.861742.841.67-71.74342.841.9382.771014.570.131.88172.801.67-4.69342.841.9382.771011.540.131.491712.381.67-20.74327.771.9353.651023.860.133.081742.841.67-71.74442.841.6771.741110.770.13-1.391842.841.93-82.77437.741.6763.191111.250.13-1.451842.841.93-82.77442.841.6771.741112.270.13-1.58184.141.93-8.00442.841.6771.74118.910.13-1.151817.111.93-33.06411.211.6718.781123.860.13-3.081842.841.93-82.77542.841.4260.70122.460.39-0.951942.842.19-93.81529.461.4241.741215.860.39-6.131942.842.19-93.81542.841.4260.70129.960.39-3.851911.082.19-24.26542.841.4260.70126.270.39-2.421921.842.19-47.8355.341.427.571223.860.39-9.221942.842.19-93.81623.861.1627.66135.860.64-3.772042.842.44104.43611.801.1613.681320.470.64-13.182042.842.44104.43623.791.1627.58137.660.64-4.932015.092.4436.77622.081.1625.59133.640.64-2.342026.432.4464.42612.191.1614.131323.860.64-15.372042.842.44104.43

Hoja66.4283.640.00980.670.00980.67268.59338.13-424.021124.64100.11362.48-189.94951.06-424.021124.64268.59338.13-189.94951.06100.11362.48125.54-28.29125.54-28.29

0.00977.930.00977.93268.44337.93-404.701146.13100.03362.48-172.47970.51-404.701146.13268.44337.93-172.47970.51100.03362.48144.77-49.70144.77-49.70

0.00892.250.00892.25259.07312.42-429.161098.60117.10389.37-196.40934.04-429.161098.60259.07312.42-196.40934.04117.10389.37158.3325.51158.3325.51

0.001274.400.001274.40293.36405.76-276.811307.3850.86288.71-64.201092.36-276.811307.38293.36405.76-64.201092.3650.86288.7172.33-270.3572.33-270.35

01041.132120.001041.13275.8767792587382.5970439365-402.331188.8495.3068896545334.0017408-169.771003.05-402.33262746551188.8410698275.88382.60-169.76609858681003.051613295.31334.00144.7659906353-125.632752144.77-125.63

01264.284840.001264.28378.3470957712360.5871369256-185.781291.04148.1434929526317.18761228.301076.39-185.78137903081291.0384845378.35360.5928.29675464151076.389698148.14317.19164.8852054542-194.41653164.89-194.42

01094.68170.001094.68360.9198094114337.478615516-222.401226.97180.4005450601354.287094-10.551027.57-222.4001508881226.9674845360.92337.48-10.54821449291027.573698180.40354.29177.4015288391-91.741566177.40-91.74

CortanteMETODO SIMPLICADA:

Solo se aplica si: - La seccion del muro es rectangular - La excentricidad en el muro < L/6 osea solo exiten comprension en la baseSOLO COMPRENSION

traccVIGACOLUMNAL

Donde:VALORES DE "K" Pn==0.7Tipo de muroKLc=
ISAAC: Nota:Altura libre del muromMuro apoyado arriba y abajo0.8
ISAAC: Nota:Si en uno de los apoyos tiene el giro restringido (empotrado).

t=
ISAAC: Nota:Espesor del murom1
ISAAC: Nota:los apoyos tienen el giro restringido (BIEMPOTRADO)K=
ISAAC: Nota:FactorMuro apoyados q' admiten desplaz. Relativ.2
ISAAC: Nota:Si ambos apoyos tienen desplazamiento relativoAg=
ISAAC: Nota:Seccion transversal del murocm

NOTA: -Si la carga de comprension actuante > Pn
ISAAC: Nota:1. Incrementar dimensiones del Muro.2. Analizar muro por metodo general. -Si la carga de comprension actuante Pn
ISAAC: Nota:Colocar refuerzo Minimo segn (Ac)

DETERMINACION DE "Ag" -Si la carga es uniforme en todo el muroAg=t*longitud -Si la carga es puntual o concentrada

b= Ancho de apoyoLong. efectb + 4tLong. efects

PPst