Zap. Centrica AisladaZAPATA CENTRICAColumnaPeso Total (Kg)PD Total (Kg)PL Total (Kg)t1 (m)t2 (m)T (m)S (m)PERALTE (m)Doblar RefRigidez Resorte (Tn/m)ACI 318S-081B96909.2873091.4823817.80.300.751.751.750.30SI7656.25StoryPointLoadFXFYFZMXMYMZStoryPointLoadFXFYFZMXMYMZCol:3A1C96269.6771488.0824781.590.300.751.751.750.30SI7656.25BASE6PD-2123.44-275.3973091.48162.178-1524.115-0.195BASE6PL-973.11-124.0723817.872.937-698.479-0.115Pd =42417.92Kg2A114273.8685011.7429262.120.750.301.751.750.30SI7656.25BASE7PD-1246.72198.6771488.08-138.388-897.621-0.195BASE7PL-624.3192.6424781.59-64.857-449.44-0.115Pl =13527.36Kg4A92903.5671359.4921544.070.950.301.751.750.30SI7656.25BASE12PD-38.291113.585011.74-801.235-24.105-0.195BASE12PL-9.29569.6229262.12-409.884-5.664-0.115Df =1.20m2D111962.1884873.827088.380.950.301.751.750.30SI7656.25BASE14PD-727.04830.2371359.49-596.644-432.078-0.304BASE14PL-327.73424.8421544.07-305.359-194.715-0.211S/C =500Kg/m10D85621.3565757.5219863.830.950.301.751.750.30SI7656.25BASE15PD503.08839.4184873.8-604.555300.476-0.304BASE15PL248.2430.9127088.38-310.336148.261-0.211t1 =0.75m5B88366.0864683.423682.680.750.301.751.750.30SI7656.25BASE17PD-162.25731.865757.52-526.417-95.846-0.304BASE17PL-53.69379.119863.83-272.735-31.569-0.211t2 =0.30m5C89626.0765640.5923985.480.750.301.751.750.30SI7656.25BASE18PD-441.5738.0664683.4-530.826-285.386-0.224BASE18PL-212.71389.2823682.68-279.986-137.472-0.156hc =0.20
SAHEP PER: Espesor del Pisom3A55945.2842417.9213527.360.750.302.302.350.30SI13512.50BASE19PD228.39731.7665640.59-526.705148.317-0.224BASE19PL112.89388.0323985.48-279.28973.327-0.156m =1900Kg/m3D48435.6538541.749893.910.300.752.302.350.30SI13512.50BASE21PD-283.1454.2242417.92-326.672-183.01-0.224BASE21PL-113.14242.6313527.36-174.522-73.101-0.156t =0.90Kg/cm2B60312.1847291.8313020.350.300.752.752.800.30SI19250.00BASE24PD216.81156.9838541.74-100.121154.655-0.224BASE24PL105.54103.059893.91-66.00175.08-0.156f'c =210
SAHEP PER: Para la ZapataKg/cm2C81832.1259920.0221912.10.300.752.752.800.30SI19250.00BASE25PD394.11-541.847291.83354.18287.375-0.195BASE25PL180.24-236.8913020.35154.921131.345-0.115f'c =280
SAHEP PER: Para la ColumnaKg/cm4B64779.1150241.3314537.780.750.302.752.800.30SI19250.00BASE26PD585.1913.3959920.02-4.263420.525-0.195BASE26PL292.446.1121912.1-1.753210.159-0.115fy =4200Kg/cm4C64592.8650410.5814182.280.750.302.752.800.3019250.00BASE29PD395.28-356.4550241.33256.495255.912-0.195BASE29PL161.98-169.5414537.78122104.872-0.1153B52518.7743096.029422.750.950.303.253.250.3526406.25BASE30PD36.21-456.7550410.58328.6723.446-0.224BASE30PL23.34-227.1914182.28163.48115.113-0.1561Esfuerzo Neto del Terreno3C83340.2964862.0118478.280.950.303.253.250.3526406.25BASE32PD-556.87-332.5743096.02239.313-331.614-0.332BASE32PL-230.63-161.489422.75116.197-137.338-0.2472H76771.4159680.3117091.10.950.30BASE33PD-833.53-316.7564862.01227.933-496.367-0.304BASE33PL-346.37-152.7218478.28109.893-206.26-0.211n =0.57Kg/cm5H90224.8267184.8523039.970.750.30BASE35PD-601.89-373.6359680.31268.857-358.424-0.264BASE35PL-246.41-176.3917091.1126.93-146.738-0.1556I92354.4368749.1523605.280.750.30BASE36PD-403.84-527.6467184.85379.685-261.457-0.195BASE36PL-183.32-270.0823039.97194.346-118.687-0.1152Area de la Zapata T = S = 3.12 x 3.12 m27I257019.75183979.2373040.520.650.65BASE37PD207.44-584.5668749.15420.641134.303-0.195BASE37PL102.99-297.6723605.28214.20266.679-0.1154D251058.28179764.1471294.140.650.65BASE60PD57.5738.82183979.23-55.22952.489-0.97BASE60PL17.2821.2373040.52-29.3356.233-0.57Azap =97465.6445993031cm97150cm5D252274.18180617.3271656.860.650.65BASE62PD13.7941.68179764.14-59.134-4.974-0.97BASE62PL-7.2521.271294.14-29.293-25.908-0.57241476.68160969.4180507.270.650.65BASE64PD-176.3721.28180617.32-31.261-262.431-0.97BASE64PL-107.6610.4771656.86-14.626-161.717-0.57Debe Cumplir que Lv1 = Lv2:233173.54155678.8177494.730.650.65BASE67PD-231.69-99.71160969.41154.932-342.691-0.97BASE67PL-110.38-48.0880507.2777.646-168.187-0.57232688.36155330.9177357.450.650.65BASE69PD-243.2542.52155678.81-39.379-356.149-0.97BASE69PL-116.8222.1877494.73-18.342-175.606-0.57T = 3.35 m3.35m107187.2584784.3322402.920.650.65BASE71PD-176.12-62.58155330.91104.205-262.093-0.97BASE71PL-84.24-32.8377357.4556.815-129.715-0.57S = 2.89 m2.90m115782.7989227.8326554.960.650.65BASE72PD15537.45158.8284784.33-285.507-692.354-17.108BASE72PL405940.9722402.92-35.603-353.2411.621118224.8393172.2825052.550.650.65BASE73PD-16042.011086.4289227.83-2241.4971165.38694.151BASE73PL-4551.42401.6726554.96-812.587603.05134.278Lv1 = Lv2 =1.300m137399.98104783.232616.780.650.65BASE76PD17348.48-925.0293172.281206.807-822.372-19.996BASE76PL4631.58-486.3425052.55604.636-411.368-14.562=1.300mConforme124091.591731.4532360.050.650.65BASE77PD-18681.27-1388.79104783.22276.9291321.682-58.432BASE77PL-5565.29-804.732616.781343.473679.272-40.229130545.6694627.6235918.040.650.65BASE78PD16685.69-65.0791731.4519.477-1301.459-18.573BASE78PL5909.8314.6132360.05-80.775-654.651-14.9753Reaccion Neta del Terreno127333.0193921.9833411.030.650.65BASE79PD-18180.64-222.2694627.62449.103370.393-18.931BASE79PL-7005.12-116.2835918.04256.871193.47-12.934135847.6898069.9637777.720.650.65BASE80PD17100.79-637.5293921.981049.105-1353.96424.615BASE80PL6113.75-384.1833411.03656.793-679.73619.75Pu =72545.28Kg162862.09120942.3841919.710.650.65BASE81PD-18800.24-349.8198069.96478.121405.8215.309BASE81PL-7339.2-167.1637777.72199.203211.7767.713Azap =97150cm240253.09174811.9765441.120.650.65BASE93PD4516.911045.51120942.38-1429.8266108.612-0.97BASE93PL2143.83506.9841919.71-693.3312894.026-0.57Wu =0.75Kg/cm210073.31150495.0659578.250.650.65BASE94PD-2327.8-646.24174811.97868.825-3189.12-0.97BASE94PL-1008.34-259.4665441.12348.067-1387.513-0.57199299.88142970.4956329.390.650.65BASE95PD339.3615.62150495.06-30.557439.818-0.97BASE95PL177.318.7259578.25-16.367226.238-0.574Dimensionamiento de la altura hz de la Zapata189807.49136509.7553297.740.650.65BASE96PD508.9434.79142970.49-56.741673.841-0.97BASE96PL259.0317.656329.39-28.498339.256-0.57195740.38141356.7954383.590.650.65BASE97PD552.16-84.89136509.75106.753735.224-0.97BASE97PL279.47-42.253297.7453.203368.568-0.57 Por Punzonamiento214978.91154124.0960854.820.650.65BASE98PD-104.86236.57141356.79-327.166-171.147-0.97BASE98PL-50.24125.4754383.59-172.886-87.123-0.57 =0.75224748.87163113.1961635.680.650.65BASE99PD-33.4-14.84154124.0914.574-64.768-0.97BASE99PL-16.61-9.0960854.8210.029-35.943-0.57Vu =72545.28 - 0.75(75 + d)(30 + d)246452.9177552.1768900.730.650.65BASE100PD-1401.52577.41163113.19-786.741-1932.965-0.97BASE100PL-682.99285.4161635.68-388.128-946.869-0.57Vc =256882.14184267.6372614.510.650.65BASE101PD1932.39842.16177552.17-1146.4642606.407-0.97BASE101PL822.01357.3768900.73-485.9031103.591-0.57288504.1620445484050.160.650.65BASE102PD1167.831070.88184267.63-1453.7111558.098-0.97BASE102PL592.78543.0272614.51-736.074786.563-0.57d = 20.66cm4E291416.52206225.5585190.970.650.65BASE103PD-25.86-8.3720445412.759-61.482-0.97BASE103PL-12.3-3.1184050.165.994-34.184-0.57r =7.5cm288233.68204060.7984172.890.650.65BASE104PD47.46128.62206225.55-174.39941.018-0.97BASE104PL24.8265.8985190.97-88.28517.902-0.57Diametro de Varilla :5/8"hz =30cmhz =30cm289526.96205779.0483747.920.650.65BASE105PD27.59-201.73204060.79276.93316.223-0.97BASE105PL15.61-103.1484172.89142.6476.694-0.57dprom =20.9125cm243267.23174786.5168480.720.650.65BASE106PD1071.01986.83205779.04-1339.5111436.021-0.97BASE106PL545.94494.9183747.92-670.709728.498-0.57Vu/Vc =0.92203209.84149521.9653687.880.650.65BASE107PD-1147.31338.5174786.51-455.073-1587.566-0.97BASE107PL-586.29164.4568480.72-219.621-815.478-0.57274015.99195106.178909.890.650.65BASE108PD-1365.45-188.28149521.96260.682-1879.183-0.97BASE108PL-804.41-39.4353687.8857.4-1109.039-0.57 Verificacin por Cortante224674.79161581.7763093.020.650.65BASE109PD-2443.391551.92195106.1-2103.792-3339.122-0.97BASE109PL-1207.23777.4678909.89-1052.55-1653.601-0.57 =0.75108069.9385112.0622957.870.650.65BASE110PD1415.02831.85161581.77-1122.1821893.973-0.97BASE110PL667.34465.9663093.02-627.395887.877-0.57Vdu =23623.2335283582256034.37183528.7772505.60.650.65BASE111PD-477.91-495.6885112.06681.579-673.256-0.97BASE111PL-124.74-187.8822957.87261.002-185.543-0.57Vc =34934.1943654953Vdu < Vc ..(Conforme)211594.17149783.2461810.930.650.65BASE112PD1272.92926.51183528.77-1250.7951710.358-0.97BASE112PL595.33379.1772505.6-509.481795.594-0.57194452.42139944.4954507.930.650.65BASE113PD-3565.73533.38149783.24-712.578-4873.559-0.97BASE113PL-1628.94329.2961810.93-439.316-2232.166-0.57253515.13178168.5575346.580.650.65BASE114PD402.8435.83139944.49-36.546523.452-0.97BASE114PL208.4919.0654507.93-17.79267.226-0.57190194.11128424.5361769.580.650.65BASE115PD-1525.681894.33178168.55-2561.754-2092.198-0.97BASE115PL-703.27942.3875346.58-1272.347-968.856-0.57215835.99144698.1871137.810.650.65BASE116PD415.78481.96128424.53-643.263539.472-0.97BASE116PL205.76245.9461769.58-326.107262.316-0.575Diseo por Flexin =0.9228394.64153994.4674400.180.650.65BASE117PD737.2539.62144698.18-38.937983.414-0.97BASE117PL366.6120.8771137.81-18.611484.863-0.57205605.98138293.0967312.890.650.65BASE118PD1994.72564.56153994.46-3469.3132691.067-0.97BASE118PL974.931295.0874400.18-1749.7351311.372-0.57 Direccin LongitudinalUsar 75 5/8" @ 3.7 cm211127.61142218.8968908.720.650.65BASE119PD-131.59505.7138293.09-672.179-208.35-0.97BASE119PL-63.81258.267312.89-340.789-105.977-0.57Mu =18298.7348059701Kg - m171283.78116418.154865.680.650.65BASE120PD-2205.12-1733.37142218.892373.965-3015.379-0.97BASE120PL-1102.07-876.268908.721202.534-1510.721-0.57Ru =14.43Kg/cm181343.94122797.1858546.760.650.65BASE121PD-1919.06946.64116418.1-1264.026-2636.173-0.97BASE121PL-978.4473.1354865.68-628.839-1348.259-0.57 =0.0040063779106443.2273872.332570.920.650.65BASE122PD17.23-2440.88122797.183338.7284.209-0.97BASE122PL-6.77-1231.958546.761687.855-22.49-0.57min =0.0018147096.63104914.2942182.340.650.65BASE123PD-158.72115.3673872.3-305.363-465.604-1.115BASE123PL-83.8761.0532570.92-157.843-250.296-0.776As =34.9cm0.650.65BASE124PD-750.37-119.42104914.29347.749-2108.817-1.115BASE124PL-364.77-98.5242182.34286.007-1030.118-0.776Av =1.98cm0.650.65BASE125PD-2398.841143.86113545.29-1531.998-3290.31-0.97BASE125PL-947.65632.3744255.49-845.085-1306.436-0.57# var =17.675varillas0.650.65BASE126PD-425.51161.55128588.38-195.198-602.802-0.97BASE126PL-201.5281.4861996.06-95.36-289.943-0.57Esp. S =3.7cmBASE127PD-1409.16-2057.24114916.352820.85-1933.877-0.97BASE127PL-658.27-1034.7953983.521422.022-907.71-0.57BASE191PD107.6-211.0525526.58148.24175.58-0.256BASE191PL52.96-116.436424.3781.7837.197-0.178 Direccin TransversalUsar 13 5/8" @ 26.5 cm

Ast =40.26cm23635298.18489921# var =20.313varillasEsp. S =26.5cm20.666Transferencia de Carga de la Columna a la Zapata92266.85484375 Resistencia al Aplastamiento de la Columnan =0.65Esfuerzos por PunzonamientoSobre la ColumnaPn =111608.123076923KgVc =70747.7667270875Kg38586.9910453633De la ColumnaPnb =535500KgVu =65252.451741826Kg35589.7562217439

Pn < Pnb .(No Necesita Dowels)3646.414129087Asmin =11.3cm226.6

Resistencia al Aplastamiento en el Concreto de la ZapataA1 =0.225mA2 =4.49mA2=4.472A1Ao =0.45mPnb =803250KgPn < Pnb .(No Necesita Dowels)Asmin =11.3cm2

Acero de Espera(Dowels) entre columna y Zapata As =11.3cmUsar 9 1/2"Diametro de la Varilla a Usar :1/2"Av =1.27cmNumero de Varillas :9ldc1 =23.9cm7Longitud de Desarrollo del Refuerzo en espera(Dowels) a compresinldc2 =23.5cm

ldc1 =27.6cmldc2 =23.5cmldcmin =20cm En la Columnaldc =23.9cm Cb =Distancia medida del centro de una barra o alambre a la superficie mas cercana del concrero En la Zapataldc =27.6cmValor PredominanteLa mitad de la separacin centro a centro de las barras o alambres que se desarrollan

Longitud disponible para el Desarrollo de las Barras o Dowels a compresin =30 - 7.5 - 3.175 - 1.27Nota:Colocar la Primera Capa de Refuerzo en la Direccin Corta y la Segunda Capa =19cmen la Direccin LargaAumentar la Altura de la Zapata o cambiar el Diamtro de las Barras(Dowels) para garantizar el desarrollo ldc

8Longitud de Desarrollo del Refuerzo de la Zapata

Direccion Longitudinal5.08

Cb =1.80cmKtr =0.00No hay Estribos1.11.11.80cm290 - 2*(7.5 + 1.5875)7.5 + 1.5875/2db =1.5875cmCb =8.30cm148t =19.90cme =1.0t*e = 1 < 1.7s =0.87.5 + 1.5*1.5875 =1.0C de Peso Normalld =92cmldmin =30cm

Longitud de Desarrollo Disonible :

Lv1 = Lv2 =1.3mDireccion Transversal

Longitud de Desarrollo disponible en ambos sentidosLd =1.23m13.2010416667Cb =8.3No se Necesita doblar el Refuerzo335 - 2*(7.5 + 1.5875)24

Combinada RectangularZAPATA COMBINADA RECTANGULARACI 318S-08CimentacinColumna IzquierdaColumna Derechahf =1.50
SAHEP PER: Altura del RellenomPd =75000KgPd =125000KgS/C =500Kg/m2Pl =35000KgPl =50000Kghc =0.10
SAHEP PER: Espesor del Pisomt1 =0.50mt1 =0.65mm =2100Kg/m3t2 =0.50mt2 =0.65mt =2.00Kg/cm2f'c =210Kg/cm2f'c =210Kg/cm2f'c =175
SAHEP PER: Para la ZapataKg/cm2fy =4200Kg/cm2l1 =5.00m

1Esfuerzo Neto del Terreno

n =1.61Kg/cm2

2Area de la Zapata

Pt =285000KgAzap =177018.633540373cm2Xo =3.67mLz =7.34m7.35mlv =1.20mb =240.8416782862cm240cm

3Reaccin Neta del Terreno

Por Unidad de Longitud Por Unidad de Area

P1u =146000KgWNU =51156.462585034Kg/mP2u =230000Kgb =240cmWNU =51156.462585034Kg/mWnu =2.13Kg/cm2

3Dimensionamiento de la Altura hz de la Zapata

Para una Cuanta =0.0036 =0.9min =0.0018

Xo =2.854mMmx =-171841.223401361Kg-md =74.46cmhz =82cmhz =85cm

Peralte Efectivo en Tramo InteriorRecubrimiento r =5cmd =78.73cmInteriorVarillas a Usar:1"InteriorPeralte Efectivo en VoladizoRecubrimiento r =7.5cmVarillas a Usar:3/4"Voladizod =76.55cmVoladizo

4Verificacines

Por Cortante =0.75

Y1 =1.037mVd1 =80161.6326530612KgY2 =1.112mVd2 =95100.4081632653KgY3 =1.091mVd3 =22201.9047619047Kg

Vu =95100.4KgVn =126800.544217687KgVc =132478.800457993Kg

Vn < Vc .(Conforme)

Por Punzonamiento =0.75

a) Columna ExteriorVu =128989.60013075KgVn =171986.133507667Kg

Vc1 =404935.201399904KgVc2 =799156.492262769KgVc =264957.6KgVc3 =264957.600915987Kg

Vn < Vc .(Conforme)

b) Columna InteriorVu =185997.793523KgVn =247997.058030667Kg

Vc1 =404935.201399904KgVc2 =1020549.18952815KgVc =264957.6KgVc3 =264957.600915987Kg

Vn < Vc .(Conforme)

5Diseo por Flexin =0.9

Refuerzo SuperiorMu =171841.223401361Kg-mAs =60.48cm2Ru =11.55Kg/cm2Av =5.07cm2 =0.0032006092# var =11.9314Varillasmin =0.0018Esp. S =17.7

Usar 14 1" @ 17.7 cm

Refuerzo InferiorMu =36832.6530612245Kg-mAs =33.07cm2Ru =2.62Kg/cm2Av =2.85cm2 =0.0007000613# var =11.613Varillasmin =0.0018Esp. S =19.2Usar 13 3/4" @ 19.2 cm

6Diseo en Direccin Transversal

b1 =89.37cm92cmb2 =143.73cm150cm

Zapata Exterior

qNU =60833.3333333333Kg/mDimetro de Varilla :3/4"Mu =27451.0416666667Kg-mAv =2.85cm2Ru =4.81Kg/cm2# var =4.585Varillas =0.0012962804Esp. S =18.8cmmin =0.0018As =13.04cm2Usar 5 3/4" @ 18.8 cm

Refuerzo por Montaje:s =68.58cm# var =5varillasUsar 5 3/8 @ 55 cmEsp. S =55cm

Zapata Interior

qNU =95833.3333333333Kg/mDimetro de Varilla :1/2"Mu =36686.1979166667Kg-mAv =1.27cm2Ru =3.95Kg/cm2# var =16.7418Varillas =0.0010609111Esp. S =7.9cmmin =0.0018As =21.26cm2Usar 18 1/2" @ 7.9 cm

ParametrosCoeficientes para DiseoVarillaDimetroAreaFactores NTE E.060ACI 318S-083/8"0.95250.7131.51.21Tensin0.900.901/2"1.271.274Compresin0.700.655/8"1.58751.985Cortante0.850.753/4"1.9052.8561"2.545.078Combinaciones para Carga Esttica1 3/8"3.49259.5811CoeficientesNTE E.060ACI 318S-08Carga Muerta1.501.20Carga Viva1.801.60Longitudes de DesarrolloFactores DescripcinValortVarillas Superiores1.30Otras Varillas1.00eVarillas o alambres con recubrimiento Expxico con menos de 3db de recubrimiento o separacin libre menor de 6db1.50Todas la Otras Varillas o Alambre con Recubrimiento Epxico1.20Refuerzo sin Recubrimiento y con recubrimiento con zinc1.00sVarillas o alambres menores o iguales a la #60.80Varillas mayores o iguales a la #71.00Concreto de Peso Liviano0.75Cuando se especifica fctConcreto de Peso Normal1.00

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Hoja2StoryElementTypeMaterialTotalWeightFloorAreaUnitWeightNumPiecesNumStudsROOFColumnFC280123706.88954369.6070.013831ROOFBeamFC28052759.8878954369.6070.0059250ROOFWallFC28099066.9528954369.6070.0111ROOFFloorFC280456672.858954369.6070.051STORY4ColumnFC280257443.224043612.6870.010769STORY4BeamFC280106352.01824043612.6870.0044500STORY4WallFC280318875.88624043612.6870.0133STORY4FloorFC2801226224.24724043612.6870.051STORY3ColumnFC280257443.223484946.5490.01169STORY3BeamFC280109224.81823484946.5490.0047510STORY3WallFC280318875.88623484946.5490.0136STORY3FloorFC2801197732.27423484946.5490.051STORY2ColumnFC280257443.223394961.5490.01169STORY2BeamFC280112545.13823394961.5490.0048530STORY2WallFC280318875.88623394961.5490.0136STORY2FloorFC2801193143.03923394961.5490.051BASEMENTColumnFC280257443.220665718.410.012569BASEMENTBeamFC280115394.22220665718.410.0056520BASEMENTWallFC280318875.88620665718.410.0154BASEMENTFloorFC2801053951.63920665718.410.051SUMColumnFC2801153479.6100543608.80.0115307SUMBeamFC280496276.082100543608.80.00492310SUMWallFC2801374570.496100543608.80.0137SUMFloorFC2805127724.049100543608.80.051TOTALAllAll8152050.227100543608.80.08115380