﻿ 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 -
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## 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