﻿ 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

 1 Diameter of pile：B m - 2 Young's modules of pile：E *10^(kN/m^2) - 3 Second moment of area of pile：I *10^(m^4) 1(cm^4)=1*10^-8(m^4) 4 kh (kN/m^3) Horizontal subgrade reaction coefficient 5 H (kN) - 6 h (m) - 7 Graph x-axis:B(m),y-axis：Mmax(kN･m) x-axis:h(m),y-axis：Mmax(kN･m) x-axis:B(m),y-axis：y0(m) x-axis:h(m),y-axis：y0(m) x-axis:kh(kN/m^3),y-axis：Mmax(kN･m) x-axis:kh(kN/m^3),y-axis：y0(m) Plot Input Data： YesNo , Figure： OnOff 8 Number of gridlines of Graph x-axis, y-axis - You need to upgrade your Flash Player
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## 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

：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
・Making Equation Image is powered by CODECOGS

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