Demonstrate the expression for central deflection for Column with initial curvature.
Develop the equation for Euler’s crippling load for column with one end fixed and other is free.
Shaft is subjected to maximum torque of the 10kN/m and a maximum bending moment of the 7.5 knm at a specific section. If the allowable equivalent stress in simple tension is 160mm/m2 find out the diameter of Shaft according to the maximum shear stress theory.
Illustrate out the Maximum strain energy theory.
Illustrate out the Maximum stress theory.