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

Calculation of Lateral resistance of pile foundation subject to horizontal force at pile head in the case of β*L>2.25:Fixed 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
5H(kN)-
6h(m)-
7GraphPlot Input Data: , Figure:
8Number of gridlines of Graph x-axis, y-axis -
You need to upgrade your Flash Player
:Export Graph Image.

Keyword・Reference・Remarks・History

LaTex

Keyword

Lateral resistance,pile foundation,bending moments,horizontal force,pile head,Fixed 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

・2011/02/07:Upload

Copyright©Asset Management Consulting Corporation All Rights Reserved.