COL EN Ldatos a ingresar en: kg/cm2, y cmcalculos internos,no borrarINGRESEabcdf'crecub. Efect.ab302525302106.250.85FALLA BALANCEADAFy=4200d1d2d3d4d5d6Fy6.250036.25048.754200Cb=28.6764705882as1as2as3as4as5as6B1ab=24.375f supuestof supuesto(+)f real10.140015.21015.210.85E1=0.00234615384692.30769230774692.307692307742004200E2=0.0036000600042004200EE3=0.00360006000420042002000000SOLUCIONE4=-0.0007923077-1584.61538461541584.61538461544200-1584.6153846154E5=0.0036000600042004200FALLA BALANCEADAE6=-0.0021-420042004200-4200CALCULO DE Yy plasticoCbabfuerzamomento32.987588628528.676470588224.375C1(a+b)*c=245437.510431093.75C2b*d1338752008125as1=40778.01254862.5625ElementoAreadef.unit()fF (kg)d al ctro plastM (kg*cm)as2=00as3=00C609.3750.003178.5108773.437520.80008862852262497.14042192as4=61167.0152217304.29375As110.140.002346153842004258826.73758862851138700.42450873as5=00As200.0034200032.98758862850as6=61167.0152981891.98125As300.0034200032.98758862850TOTAL542424.5417893277.5875As415.210.0007923077-1584.6153846154-24102-3.262411371578630.6388769304As500.0034200032.98758862850Y=32.9875886285As615.210.0021-4200-63882-15.76241137151006934.36323691Fuerza Axial63377.4375M total4486762.56704449PnMn63377.43754486762.56704449FALLA A TRACCION (CCb)Falla a Traccion o compresioningrese C:20ab=17f supuestof supuesto (+)f realabE1=0.0020625412541254200412517E2=0.0036000600042004200E3=0.0036000600042004200E4=-0.0024375-487548754200-4200ElementoAreadef.unit()fFd al ctro plastME5=0.0036000600042004200E6=-0.0043125-862586254200-4200CAs110.140.0020625412541827.524.48758862851024254.61335678As200.0034200026.73758862850As300.0034200032.98758862850As415.210.0024375-4200-63882-3.2624113715208409.363236912As500.0034200032.98758862850As615.210.0043125-4200-63882-15.76241137151006934.36323691Fuerza Axial-85936.5M total2239598.33983061PnMn-85936.52239598.33983061

COL CIRCULARdatos a ingresar en: kg/cm2, y cmcalculos internos,no borrarINGRESEEFyD (cm)qf'crec. efect.(d')2000000420050452806.54FALLA BALANCEADAFy=4200as1as2as3as4as55.06710.1410.1410.145.067Cb=25.5647058824SOLUCIONab=21.73f supuestof realE1=0.00223253574465.071329958642004200d1d2d3d4d5B1E2=0.00159805053196.101013418742003196.10101341876.5411.94680881932538.053191180743.460.85E3=0.0000662678132.53566497934200132.5356649793E4=-0.0014655148-2931.02968346014200-2931.0296834601E5=-0.0021-42004200-4200FALLA BALANCEADACALCULO DE AREA DE CONCRETOy plasticoCbab2525.564705882425.5647058824q=1.5933864834A=1009.980597106calculo de centroide del area del concretoY=10.3058369588f'cB12100.85ElementoAreadef.unit()fF (kg)d al ctro plastM (kg*cm)2800.853500.80C1009.980.0030238.00240375.3810.312477269.504200.75As15.0670.00224200.0021281.4018.46392854.64As210.140.00163196.1032408.4613.05423033.885As310.140.0001132.541343.910.000.00As410.140.0015-2931.03-29720.64-13.05387949.21As55.0670.0021-4200.00-21281.40-18.46392854.64Fuerza Axial244407.117039888M total4073961.87387863Falla a Traccion o compresionPn (ton)Mn (ton*m)244.407117039940.7396187388ab=17E1=0.002019E2=0.0012079787FALLA A TRACCION (C