A column having a T section with a flange 120 mm x 16 mm and web 150 mm x 16 mm is 3m long. Assuming the column to be hinged at both ends, find the crippling load by 6 2

 A column having a T section with a flange 120 mm x 16 mm and web 150 mm x 16 mm is  3m long. Assuming the column to be hinged at both ends, find the crippling load by

       6                                                                        2

using                                   Euler's   forKg/cmula..     E   =   2   x   10