A column has the dimensions shown in the diagram below.
(a) What is the minimum length of the column at which buckling islikely to occur?
(b) If the column is the length determined in (a),

  1. (i) What will be the mode of failure?
  2. (ii) At what load would you expect failure to occur?


  1. (i) What will be the mode of failure?
  2. (ii) At what load would you expect failure to occur?













COLUMN MATERIAL PROPERTIES
Young's Modulus E = 200 GN m2Yield stress σy = 140 MN m2

Stuck on this question regarding columns-colunm.jpg