problem 1:
Demonstrate the expression for central deflection for Column with initial curvature.
problem 2:
Develop the equation for Euler’s crippling load for column with one end fixed and other is free.
problem 3:
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.
problem 4:
Illustrate out the Maximum strain energy theory.
problem 5:
Illustrate out the Maximum stress theory.