Title Euler Buckling Analysis of a pin-ended column
Description A column with both ends pinned has to be checked for buckling instability i) Find out the buckling mode shapes, ii) Find the critical buckling compressive load on the column Assume Column to be an I-section i.e. a Universal Column UC 203x203x60. The material of the column is S355 as per Eurocode. Height of the column, L= 5 m. Vertical Load acting on the column, P= 1000 kN.