Laterally Loaded Pile
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Laterally loadded pile Steps : L / T = 4.8 Rigid pile Epile = 1.40E+07 Kn/m^2 Pile crossection Fγ(pile) = 2.10E+04 Kn/m^2 ms ms nh = 60 Kn/m^2 Square Circular Length (pile) = 15 ms B D I(pile) = 0.001257 ms^4 0 0.4 T = 3.114851 ms Ipile = 0 0.001257 Taking vales each .5 meter Mg Qg Moment applied = 206.25 kn.m force applied = 28 kn depth deflection coefficient mm Moment coefficient Kn.m z Z Ax Bx Qg Mg Deflection Am Bm Moment 0 0.0 2.435 1.623 4.81E-02 1.43E-04 1.17E+02 0 1 2.06E+02 0.5 0.2 1.644 0.873 4.81E-02 1.43E-04 7.92E+01 0.459 0.976 2.03E+02 1 0.3 1.086 0.448 4.81E-02 1.43E-04 5.23E+01 0.693 0.885 1.85E+02 1.5 0.5 0.544 0.112 4.81E-02 1.43E-04 2.62E+01 0.772 0.688 1.44E+02 2 0.6 0.247 0.03 4.81E-02 1.43E-04 1.19E+01 0.696 0.498 1.05E+02 2.5 0.8 0.0335 -0.077 4.81E-02 1.43E-04 1.60E+00 0.35 0.15 3.20E+01 3 1.0 -0.055 -0.08 4.81E-02 1.43E-04 ### 0.2 0.098 2.08E+01 3.5 1.1 -0.065 -0.066 4.81E-02 1.43E-04 ### 0.18 0.01 2.62E+00 4 1.3 -0.04 -0.03 4.81E-02 1.43E-04 ### 0.009 -0.023 ### 4.5 1.4 -0.05 -0.028 4.81E-02 1.43E-04 ### 0 -0.042 ### 5 1.6 -0.0295 -0.014 4.81E-02 1.43E-04 ### -0.0165 -0.034 ### 5.5 1.8 -0.009 0 4.81E-02 1.43E-04 ### -0.033 -0.026 ### -To draw the (deflection,momen) along the pile length using the elastic solution : 1- pile deflection : Xz = Ax{Qg*(T^3)/Ep*Ip} 2- moment on pile : Mz = Am*Qg*T+Bm*Mg 3- Shear force : Vz = Av*Qg+Bv(Mg/T) 4- soil reaction : P'x = Ap'*(Qg/T)+Bp'*(Mg/T^2) 5- Chareceristics length of pile : T = {(Ep*Ip)/nh}^1/5 6- Nondimentional depth : Z = z/T -5.00E+01 0.00E+00 5.00E+01 1.00E+02 1.50E+02 0 1 2 3 4 5 6 deflection distribution mm Depth -1.00E+02 0.00E+00 1.00E+02 2.00E+02 3.00E+02 0 1 2 3 4 5 6 Moment distribution moment (KN.M) depth Moment along pile length due to wind Deflection along pile length due to wind
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Laterally Loaded Pile
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Sheet1Laterally loadded pileSteps :-To draw the (deflection,momen) along the pile length using the elastic solution :1- pile deflection : Xz = Ax{Qg*(T^3)/Ep*Ip}2- moment on pile : Mz = Am*Qg*T+Bm*Mg3- Shear force : Vz = Av*Qg+Bv(Mg/T) 4- soil reaction : P'x = Ap'*(Qg/T)+Bp'*(Mg/T^2)5- Chareceristics length of pile : T = {(Ep*Ip)/nh}^1/56- Nondimentional depth : Z = z/TL / T =4.8Rigid pileEpile =1.40E+07Kn/m^2Pile crossectionF(pile) =2.10E+04Kn/m^2msmsnh =60Kn/m^2SquareCircularLength (pile) =15msBDI(pile) =0.0012566371ms^400.4T =3.1148513801msIpile =00.0012566371Taking vales each .5 meterMgQgMoment applied =206.25kn.mforce applied =28kndepthdeflection coefficientmmMoment coefficientKn.mzZAxBxQgMgDeflectionAmBmMoment00.02.4351.6234.81E-021.43E-041.17E+02012.06E+020.50.21.6440.8734.81E-021.43E-047.92E+010.4590.9762.03E+0210.31.0860.4484.81E-021.43E-045.23E+010.6930.8851.85E+021.50.50.5440.1124.81E-021.43E-042.62E+010.7720.6881.44E+0220.60.2470.034.81E-021.43E-041.19E+010.6960.4981.05E+022.50.80.0335-0.0774.81E-021.43E-041.60E+000.350.153.20E+0131.0-0.055-0.084.81E-021.43E-04-2.66E+000.20.0982.08E+013.51.1-0.065-0.0664.81E-021.43E-04-3.14E+000.180.012.62E+0041.3-0.04-0.034.81E-021.43E-04-1.93E+000.009-0.023-4.72E+004.51.4-0.05-0.0284.81E-021.43E-04-2.41E+000-0.042-8.66E+0051.6-0.0295-0.0144.81E-021.43E-04-1.42E+00-0.0165-0.034-7.06E+005.51.8-0.00904.81E-021.43E-04-4.33E-01-0.033-0.026-5.47E+00
Sheet1000000000000
mmDepthdeflection distribution
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moment (KN.M)depthMoment distribution
Moment along pile length due to windDeflection along pile length due to wind
