A long structural column (length =L) with both ends higged is acted upon by an axial compressive load P. The differential equation governing the bending of column is given byEId2ydx2=−Pywhere y is the structural lateral deflection and EI is the flexural rigidity The first critical load on column responsible for its buckling is given by

A long structural column (length =L) with both ends higged is acted up

1.	A long structural column (length =L) with both ends higged is acted upon by an axial compressive load P. The differential equation governing the bending of column is given byEId2ydx2=−Pywhere y is the structural lateral deflection and EI is the flexural rigidity The first critical load on column responsible for its buckling is given by
Answer» A long structural column (length =L) with both ends higged is acted upon by an axial compressive load P. The differential equation governing the bending of column is given by $E I \frac{d^{2} y}{d x^{2}} = - P y$ where y is the structural lateral deflection and EI is the flexural rigidity The first critical load on column responsible for its buckling is given by

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