Qa130.5937347412126.7605667114124.1041641235122.1422119141120.6302490234119.4280166626118.4486312866117.635093689116.9484329224116.361038208115.8527755737115.4086456299115.0171890259114.6695785522114.3588180542114.0793380737113.8266296387113.597038269113.3874969482113.195526123113.0189819336

Ancho B [m]Qa KpaCAPACIDAD PORTANTE

DatosCALCULO DE CAPACIDAD PORTANTE - ECUACIN DE MEYERHOFSueloCaracteristicas cimentacinf0Profundidad de cimentacin1.00 mprofundidad de la cimentacionc60Kpaancho de laAncho (B)Incial1.00 mgt18KN/m3cimentacionFinal5.00 mFS3long. Mayor de laLongitud (L)Incial20.00 mcimentacionFinal200.00 mNmero de incrementos20BLNqNcNgdqdcdgSqScSgrgQa1.0020.001.005.140.001.001.201.001.001.011.001.00130.591.2029.001.005.140.001.001.171.001.001.011.001.00126.761.4038.001.005.140.001.001.141.001.001.011.001.00124.101.6047.001.005.140.001.001.131.001.001.001.001.00122.141.8056.001.005.140.001.001.111.001.001.001.001.00120.632.0065.001.005.140.001.001.101.001.001.001.001.00119.432.2074.001.005.140.001.001.091.001.001.001.000.99118.452.4083.001.005.140.001.001.081.001.001.001.000.98117.642.6092.001.005.140.001.001.081.001.001.001.000.97116.952.80101.001.005.140.001.001.071.001.001.001.000.96116.363.00110.001.005.140.001.001.071.001.001.001.000.96115.853.20119.001.005.140.001.001.061.001.001.001.000.95115.413.40128.001.005.140.001.001.061.001.001.001.000.94115.023.60137.001.005.140.001.001.061.001.001.001.000.94114.673.80146.001.005.140.001.001.051.001.001.001.000.93114.364.00155.001.005.140.001.001.051.001.001.001.000.92114.084.20164.001.005.140.001.001.051.001.001.001.000.92113.834.40173.001.005.140.001.001.051.001.001.001.000.91113.604.60182.001.005.140.001.001.041.001.001.001.000.91113.394.80191.001.005.140.001.001.041.001.001.001.000.90113.205.00200.001.005.140.001.001.041.001.001.001.000.90113.02

Angulo de FriccinIntersecto de cohesinPeso unitario totalFactor de seguridad para el clculo de la capacidad portanteProfundidad de cimentacinAncho de la cimentacin.Longitud de la cimentacin o dimensin mayor.Nmero de incrementos usados para variar las dimensiones de la cimentacincalcular

Hoja1sen ()770.63*sen a/2770.63*sen a/2179.49*cos a/2179.49*cos a/2109.88770.63alfa=5.000.0433.61179.49alfa=5.001.00179.32322.81109.88770.63alfa=10.000.0967.16179.49alfa=10.001.00178.80355.85109.88770.63alfa=15.000.13100.59179.49alfa=15.000.99177.95388.42109.88770.63alfa=20.000.17133.82179.49alfa=20.000.98176.76420.46109.88770.63alfa=30.000.26199.45179.49alfa=30.000.97173.37482.70109.88770.63alfa=45.000.38294.91179.49alfa=45.000.92165.82570.61109.88770.63alfa=60.000.50385.32179.49alfa=60.000.87155.44650.63109.88770.63alfa=90.000.71544.92179.49alfa=90.000.71126.92781.7136.4891996916-144.7867568115160.0698099323-111.691055726681.4216988833-103.622536990171.920161738367.5819561715-142.376705426160.5464209377-114.864774840477.211119298-107.018219181267.5819561715135.9600637797-400.7585477443464.6224623712-343.7000909925205.7691098347-321.9687807949177.5078414313240.0312196428-687.9220099818785.2386932412-570.2559215594364.401928016-532.6095369661317.0099593411349.9112196428-578.0420099818895.1186932412-460.3759215594474.281928016-422.7295369661426.8899593411117.065*sen(a/2)anguloMfp197.74117,065.61alfa=5.000.045,106.339,452.06alfa=5.001.009,443.0614,747.13963.86197.74117,065.61alfa=10.000.0910,202.949,452.06alfa=10.001.009,416.0919,816.771,295.21197.74117,065.61alfa=15.000.1315,280.139,452.06alfa=15.000.999,371.2024,849.061,624.12197.74117,065.61alfa=20.000.1720,328.239,452.06alfa=20.000.989,308.4629,834.431,949.96197.74117,065.61alfa=30.000.2630,298.819,452.06alfa=30.000.979,129.9939,626.542,589.971retenida5-30197.74117,065.61alfa=45.000.3844,799.079,452.06alfa=45.000.928,732.5653,729.373,511.72197.74117,065.61alfa=60.000.5058,532.819,452.06alfa=60.000.878,185.7266,916.274,373.612 retenidas45-60197.74117,065.61alfa=90.000.7182,777.899,452.06alfa=90.000.716,683.6289,659.245,860.082 retenidas90