﻿ 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 does not poke through the 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 does not poke through the 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 Graph x-axis:B(m),y-axis：Mmax(kN･m) x-axis:B(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 7 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 does not poke through the 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
・Displacement of pile head：yt(m)
・Displacement of pile head ground level：y0(m)
・Angle of Inclination Slope at pile head：θt(rad)
・Momenet at pile head：M0(kN・m)
・Above Figure is copied from Reference[1]
・Making Equation Image is powered by CODECOGS