KeywordElastic Buckling Load,Shear Deformation,One End Clamped and Other End Pinned support,Effective length factor,Young's modulus,Second moment of area,Elastic shear modulus. |
Reference・『構造力学公式集 昭和61年版』(社団法人 土木学会). |
Remarks・PE=π^2*E*I/(K*l)^2.In the case that ignore Shear Deformation. |
History・2014/08/26:layout change. |