diseno de Zapatas Aisladas e060

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UNIVERSIDAD NACIONAL DANIEL ALCIDES CARRION - CERRO DE PASCO E - 060 DISEÑO DE ZAPATA AISLADA ACI 308-05 PROYECTO : Z - 1 Elaborado: DISEÑO DE ZAPATA Huaman Hidalgo Max Alle DATOS: [email protected] σt= 3.00 Kg/cm2 S/C= 400.0 Kg/m2 Hf= 2.00 m PD= 200.0 Tn PL= 70.0 Tn MD= 0.000 Tn-M ML= 0.000 Tn-M F´c= 210.0 Kg/cm2 Fy= 4200.0 Kg/cm2 ɣm= 1.80 Tn/m3 Columna t1= 55.00 cm t2= 70.00 cm αs= 0 solado = 10 cm 1.0 DIMENSIONAMIENTO DE LA ZAPATA Esfuerzo Neto del terreno σn= σt - ɣmxHf - S/C σn = 26 Tn/m2 Area de la zapata P= PD+PL = 270.00 Tn Az = P/σn = 10.38 m2 T=Az^1/2 + (t1-t2)/2 = 3.15 m USAR 3.20 m Az ´= 10.56 m2 S=Az^1/2 - (t1-t2)/2 = 3.30 m 3.30 m debe cumplir que lv1 = lv2 lv1 = 1.30 lv1 = lv2 lv2 = 1.30 CONFORME Reaccion Neta del Terreno Pu= 1.4PD + 1.7PL = 399.00 Tn Wnu = Pu/Az = 37.78 tn/m2 Dimensionamiento de la altura Hz de la zapata por punzonamiento 1.1 Condicion de Diseño Vu = 0.75xVc βc= D mayor/D menor = 0.79 CONFORME ^ b0=2x(d+t1)+2x(d+t2) CALCULO DEL VALOR d= 0.31 Vc=0.75x1.06x(f´c)^0.5xb0xd Vc=0.75x1.06x10(f´c)^0.5x(4d+2(t1+t2))xd Vu=Pu-Wux(d+t1)x(d+t2)

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E 060

Transcript of diseno de Zapatas Aisladas e060

ZAPATA TIPO 01

DISEO DE ZAPATA AISLADA ACI 308-05

PROYECTO :d (m)Vc (tn)Vu (tn)CONDICIONZ -10.05016382NO0.05517382NOElaborado:0.06019381NODISEO DE ZAPATAHuaman Hidalgo Max Allen0.06521381NO0.07022381NODATOS:[email protected]=3.00Kg/cm20.08026380NOS/C=400.0Kg/m20.08528380NOHf=2.00m0.09030380NOPD=200.0Tn0.09532380NOPL=70.0Tn0.10033379NOMD=0.000Tn-M0.10535379NOML=0.000Tn-M0.11037379NOFc=210.0Kg/cm20.11539379NOFy=4200.0Kg/cm20.12041378NOm=1.80Tn/m30.12543378NOColumna0.13045378NOt1=55.00cm0.13547377NOt2=70.00cm0.14049377NOs=0solado =10cm0.14551377NO0.15054377NO1.0DIMENSIONAMIENTO DE LA ZAPATA0.15556376NO0.16058376NOEsfuerzo Neto del terrenon= t - mxHf - S/Cn =26Tn/m20.16560376NO0.17062375NOArea de la zapataP= PD+PL= 270.00TnAz = P/n = 10.38m20.17565375NO0.18067375NOT=Az^1/2 + (t1-t2)/2= 3.15mUSAR3.20
Autor: Max: redondear segn criteriom0.18569374NOAz =10.56 m20.19071374NOS=Az^1/2 - (t1-t2)/2= 3.30m3.30m0.19574374NO0.20076373NOdebe cumplir que lv1 = lv2lv1= 1.30lv1 = lv20.20578373NOlv2= 1.30CONFORME0.21081373NO0.21583373NOReaccion Neta del Terreno0.22086372NO0.22588372NOPu= 1.4PD + 1.7PL = 399.00TnWnu = Pu/Az =37.78tn/m20.23091372NO0.23593371NO0.24096371NODimensionamiento de la altura Hz de la zapata por punzonamiento 0.24598371NO0.250101370NO1.1Condicion de DiseoVu = 0.75xVc0.255103370NO0.260106370NOc= D mayor/D menor= 0.79CONFORME0.265109369NO0.270111369NOVc=0.75x1.06x(fc)^0.5xb0xd^b0=2x(d+t1)+2x(d+t2)0.275114369NO0.280117368NOVc=0.75x1.06x10(fc)^0.5x(4d+2(t1+t2))xd0.285120368NO0.290122368NOVu=Pu-Wux(d+t1)x(d+t2)CALCULO DEL VALORd=0.31
Autor: Indicar el valor mas cercano de la tabla donde cumple Vc=Vum0.295125367NO0.300128367NO0.305131367NO0.310134366NODISEO DE ZAPATA Z - 1 ACI 308-050.315136366NO0.320139365NOPROYECTO :0.325142365NO0.330145365NO0.335148364NOELABORADO POR :Huaman Hidalgo Max [email protected] MIN 0.30M0.345154364NOHz = d+7.5+1.91= 40.41cmHz=60
Autor: definir Hz Redondeadocm d=50.59cm0.350157363NO0.355160363NOVerificacion de CortanteVdu=(WuxS)x(Lv-d)= 99.01tnVc > Vdu0.360163363NO0.365167362NOVc=0.75*0.53*(fc)^0.5*10*b*d= 96.17tnNo Cumple
Autor: Si No Cumple Aumentar Hz0.370170362NO2.0DISEO POR FLEXION0.375173361NO0.380176361NOMu=(WuxS)x(lv^2)/2= 105.36tn-mAs (cm2)a (cm)0.385179361NO61.224.360.390182360NOAs=(Mu*10^5)/(*f*(d-a/2)57.584.11As=15.00
Autor: MAX ALLEN: Indicar As SI a(n)=a(n+1)cm20.395186360NO57.434.090.400189360NOa=(As*f)/(0.85*fc*b)57.424.090.405192359NO0.410196359NOVerificacion de As minAs min=0.0018*b*d30.05cm20.415199358NO0.420202358NOAs=15.00>30.05=As minNo Cumple0.425206358NO0.430209357NOAs en Direccion Transversal0.435212357NO0.440216356NOAst=AsxT/S14.55cm20.445219356NO8 5/8"@0.220.450223356NO0.455226355NOPropuestas para la Colocion del Acero0.460230355NO0.465234354NO0.470237354NO8 5/8"@0.220.475241353NO0.480244353NOAs EN LA DIRECCION S3.30 m0.485248353NOAscantidad@ (m)CONDICION0.490252352NO 3/8"210.16cumple0.495255352NO 1/2"120.30cumple0.500259351NO 5/8"80.48cumple0.505263351NO 3/4"50.73cumple0.510267351NO 1 "31.62cumple3.20 m0.515271350NO0.520274350NO0.525278349NO0.530282349NO0.535286348NOAst EN LA DIRECCION T0.540290348NOAscantidad@ (m)CONDICION0.545294347NO 3/8"200.16cumple0.550298347NO 1/2"110.30cumple0.555302347NO 5/8"70.48cumple0.560306346NO 3/4"50.74cumple0.565310346NO 1 "31.64cumple0.570314345NO0.575318345NO0.580322344NO0.585326344NO0.590330343NO0.595335343CONFORME0.60 m0.600339343CONFORME0.605343342CONFORME0.610347342CONFORME0.615351341CONFORME3.20 m0.620356341CONFORME0.625360340CONFORME0.630364340CONFORME0.635369339CONFORME0.640373339CONFORME0.645377338CONFORME0.650382338CONFORME0.655386337CONFORME0.660391337CONFORME0.665395336CONFORME0.670400336CONFORME0.675404335CONFORME0.680409335CONFORME0.685414334CONFORME0.690418334CONFORME0.695423333CONFORME0.700427333CONFORME0.705432332CONFORME0.710437332CONFORME0.715442331CONFORME0.720446331CONFORME0.725451330CONFORME0.730456330CONFORME0.735461329CONFORME0.740465329CONFORME0.745470328CONFORME0.750475328CONFORME0.755480327CONFORME0.760485327CONFORME0.765490326CONFORME0.770495326CONFORME0.775500325CONFORME0.780505325CONFORME0.785510324CONFORME0.790515324CONFORME0.795520323CONFORME0.800525322CONFORME0.805530322CONFORME0.810536321CONFORME0.815541321CONFORME0.820546320CONFORME0.825551320CONFORME0.830557319CONFORME0.835562319CONFORME0.840567318CONFORME0.845572318CONFORME0.850578317CONFORME0.855583316CONFORME0.860589316CONFORME0.865594315CONFORME0.870599315CONFORME0.875605314CONFORME0.880610314CONFORME0.885616313CONFORME0.890621312CONFORME0.895627312CONFORME0.900632311CONFORME0.905638311CONFORME0.910644310CONFORME0.915649310CONFORME0.920655309CONFORME0.925661308CONFORME0.930666308CONFORME0.935672307CONFORME0.940678307CONFORME0.945684306CONFORME0.950690305CONFORME0.955695305CONFORME0.960701304CONFORME0.965707304CONFORME0.970713303CONFORME0.975719302CONFORME0.980725302CONFORME0.985731301CONFORME0.990737301CONFORME0.995743300CONFORME1.000749299CONFORME1.005755299CONFORME1.010761298CONFORME1.015767298CONFORME1.020773297CONFORME1.025779296CONFORME1.030786296CONFORME1.035792295CONFORME1.040798294CONFORME1.045804294CONFORME1.050810293CONFORME1.055817293CONFORME1.060823292CONFORME1.065829291CONFORME1.070836291CONFORME1.075842290CONFORME1.080849289CONFORME1.085855289CONFORME1.090861288CONFORME1.095868287CONFORME1.100874287CONFORME1.105881286CONFORME1.110887285CONFORME1.115894285CONFORME1.120901284CONFORME1.125907283CONFORME1.130914283CONFORME1.135921282CONFORME1.140927282CONFORME1.145934281CONFORME1.150941280CONFORME1.155947279CONFORME1.160954279CONFORME1.165961278CONFORME1.170968277CONFORME1.175975277CONFORME1.180982276CONFORME1.185988275CONFORME1.190995275CONFORME1.1951002274CONFORME1.2001009273CONFORME1.2051016273CONFORME1.2101023272CONFORME1.2151030271CONFORME1.2201037271CONFORME1.2251044270CONFORME1.2301051269CONFORME1.2351059268CONFORME1.2401066268CONFORME1.2451073267CONFORME1.2501080266CONFORME1.2551087266CONFORME1.2601095265CONFORME1.2651102264CONFORME1.2701109264CONFORME1.2751116263CONFORME1.2801124262CONFORME1.2851131261CONFORME1.2901138261CONFORME1.2951146260CONFORME1.3001153259CONFORME1.3051161258CONFORME1.3101168258CONFORME1.3151176257CONFORME1.3201183256CONFORME1.3251191256CONFORME1.3301198255CONFORME1.3351206254CONFORME1.3401213253CONFORME1.3451221253CONFORME1.3501229252CONFORME1.3551236251CONFORME1.3601244250CONFORME1.3651252250CONFORME1.3701260249CONFORME1.3751267248CONFORME1.3801275247CONFORME1.3851283247CONFORME1.3901291246CONFORME1.3951299245CONFORME1.4001306244CONFORME1.4051314244CONFORME1.4101322243CONFORME1.4151330242CONFORME1.4201338241CONFORME1.4251346240CONFORME1.4301354240CONFORME1.4351362239CONFORME1.4401370238CONFORME1.4451378237CONFORME1.4501387237CONFORME1.4551395236CONFORME1.4601403235CONFORME1.4651411234CONFORME1.4701419233CONFORME1.4751427233CONFORME1.4801436232CONFORME1.4851444231CONFORME1.4901452230CONFORME1.4951461229CONFORME1.5001469229CONFORME1.5051477228CONFORME1.5101486227CONFORME1.5151494226CONFORME1.5201502225CONFORME1.5251511225CONFORME1.5301519224CONFORME1.5351528223CONFORME1.5401536222CONFORME1.5451545221CONFORME1.5501554220CONFORME1.5551562220CONFORME1.5601571219CONFORME1.5651579218CONFORME1.5701588217CONFORME1.5751597216CONFORME1.5801605216CONFORME1.5851614215CONFORME1.5901623214CONFORME1.5951632213CONFORME1.6001641212CONFORME1.6051649211CONFORME1.6101658210CONFORME1.6151667210CONFORME1.6201676209CONFORME1.6251685208CONFORME1.6301694207CONFORME1.6351703206CONFORME1.6401712205CONFORME1.6451721205CONFORME1.6501730204CONFORME1.6551739203CONFORME1.6601748202CONFORME1.6651757201CONFORME1.6701766200CONFORME1.6751775199CONFORME1.6801785198CONFORME1.6851794198CONFORME1.6901803197CONFORME1.6951812196CONFORME1.7001821195CONFORME1.7051831194CONFORME1.7101840193CONFORME1.7151849192CONFORME1.7201859191CONFORME1.7251868191CONFORME1.7301877190CONFORME1.7351887189CONFORME1.7401896188CONFORME1.7451906187CONFORME1.7501915186CONFORME1.7551925185CONFORME1.7601934184CONFORME1.7651944183CONFORME1.7701954182CONFORME1.7751963182CONFORME1.7801973181CONFORME1.7851982180CONFORME1.7901992179CONFORME1.7952002178CONFORME1.8002012177CONFORME1.8052021176CONFORME1.8102031175CONFORME1.8152041174CONFORME1.8202051173CONFORME1.8252060172CONFORME1.8302070171CONFORME1.8352080171CONFORME1.8402090170CONFORME1.8452100169CONFORME1.8502110168CONFORME1.8552120167CONFORME1.8602130166CONFORME1.8652140165CONFORME1.8702150164CONFORME1.8752160163CONFORME1.8802170162CONFORME1.8852180161CONFORME1.8902190160CONFORME1.8952201159CONFORME1.9002211158CONFORME1.9052221157CONFORME1.9102231156CONFORME1.9152242155CONFORME1.9202252154CONFORME1.9252262154CONFORME1.9302272153CONFORME1.9352283152CONFORME1.9402293151CONFORME1.9452304150CONFORME1.9502314149CONFORME1.9552324148CONFORME1.9602335147CONFORME1.9652345146CONFORME1.9702356145CONFORME1.9752366144CONFORME1.9802377143CONFORME1.9852387142CONFORME1.9902398141CONFORME1.9952409140CONFORME2.0002419139CONFORME

UNIVERSIDAD NACIONAL DANIEL ALCIDES CARRION - CERRO DE PASCOE - 060