calculo de micropilotes
DESCRIPTION
planillaTRANSCRIPT
CALCULO DE RESISTENCIA EN SUELOS
ESTRATO 1 δ=Kr*φ = 0
r fc,d = 30 + 387.33 * TAN(δ) = 20.00 A1 = 2.36
1.5 1.5
ESTRATO 2 δ=Kr*φ = 0 AREA LATERAL 2
r fc,d = 30 + 428.28 * TAN(δ) = 20.00 A2 = 3.93
1.5 1.5
ESTRATO 3 δ=Kr*φ = 34 AREA LATERAL 3
r fc,d = 0 + 391.48 * TAN(δ) = 176.04 A3 = 3.93
1.5 1.5
ESTRATO 4 δ=Kr*φ = 0 AREA LATERAL 4
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A4 = 0.00
1.5 1.5
ESTRATO 5 δ=Kr*φ = 0 AREA LATERAL 5
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A5 = 0.00
1.5 1.5
ESTRATO 6 δ=Kr*φ = 0 AREA LATERAL 6
AREA LATERAL 1
DETERMINACION DEL ROSAMIENTO UNITARIO POR FUSTE
DETERMINCANION DEL AREA
A=π.D.z
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A6 = 0.00
1.5 1.5
ESTRATO 7 δ=Kr*φ = 0 AREA LATERAL 7
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A7 = 0.00
1.5 1.5
ESTRATO 8 δ=Kr*φ = 0 AREA LATERAL 8
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A8 = 0.00
1.5 1.5
ESTRATO 9 δ=Kr*φ = 0 AREA LATERAL 9
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A9 = 0.00
1.5 1.5
ESTRATO 10 δ=Kr*φ = 0 AREA LATERAL 10
r fc,d = 0 + 0.00 * TAN(δ) = 0.00 A10 = 0.00
1.5 1.5
DETERMINACION DE LA RESISTENCIA POR FUSTE
R1 = 47.124
R2 = 78.54
R3 = 691.29
total 816.954818
MODIFICAR DATOS
ROZAMIENTO
RESISTENCIAS