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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.

Mechanical Engineering, Engineering

  • Category:- Mechanical Engineering
  • Reference No.:- M912461

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