A column is carrying an axial load W and an eccentric load P. If A is its cross-sectional area, e_x and e_y are the eccentricities and P_xx and Z_yy the section modulli, the equivalent axial load is obtained from the formula,

One stop destination for examination, preparation, recruitment, and more. Specially designed online test to solve all your preparation worries. Go wherever you want to and practice whenever you want, using the online test platform.