Calculation of Lateral resistance of pile foundation subject to bending moments and horizontal force at pile head in the case of β*L>2.25:Free head pile,Pile head above ground,Homogeneous soil,Elastic Beam

Calculation of Lateral resistance of pile foundation subject to bending moments and horizontal force at pile head in the case of β*L>2.25:Free head pile,Pile head above ground,Homogeneous soil,Elastic Beam

1Diameter of pile:Bm-
2Young's modules of pile:E*10^(kN/m^2)-
3Second moment of area of pile:I*10^(m^4)1(cm^4)=1*10^-8(m^4)
4kh(kN/m^3)Horizontal subgrade reaction coefficient
5Mtop(kN・m)-
6H(kN)-
7h(m)-
8GraphPlot Input Data: , Figure:
9Number of gridlines of Graph x-axis, y-axis -
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Keyword・Reference・Remarks・History

LaTex

Keyword

Lateral resistance,pile foundation,bending moments,horizontal force,pile head,Free head pile,Pile head above ground,Diameter of pile,Young's modules of pile,Second moment of area of pile,Horizontal subgrade reaction coefficient,Homogeneous soil,Elastic Beam

Reference

[1]:社団法人日本建築学会:『建築基礎構造設計指針 2001改訂』,pp.262-271.

Remarks

・Diameter of pile:B
・Young's modules of pile:E
・Second moment of area of pile:I
・Horizontal subgrade reaction coefficient:kh
・Above Figure is copied from Reference[1]
・Making Equation Image is powered by CODECOGS

History

・2011/01/12:Upload

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