Solved Problem on Strength of Materials

Submitted by tushar pramanick on Tue, 07/23/2013 - 08:40

GATE 2013 : Mechanical Engineering

Q. A rod of length L having uniform cross-sectional area A is subjected to a tensile force P as shown in the figure below. If the Young’s modulus of the material varies linearly from E1 to E2 along the length of the rod, the normal stress developed at the section-SS is

 

Options: A. [tex]\frac{P}{A}[/tex]   B. [tex]\frac{{P({E_1} - {E_2})}}{{A({E_1} + {E_2})}}[/tex]

C. [tex]\frac{{P{E_2}}}{{A{E_1}}}[/tex]      D. [tex]\frac{{P{E_1}}}{{A{E_2}}}[/tex]

Comments

Related Items

Solved Problem on Beams

Beam PQRS has internal hinges in spans PQ and RS as shown. The beammay be subjected to a moving distributed vertical load of maximum intensity 4 kN/m of any length anywhere on the beam. The maximum absolute value of the shear force...

Solved Problem on Beams

A uniform beam weighing 1800 N is supported at E and F by cable ABCD. Determine the tension ( in N) in segment AB of this cable ( correct to 1-decimal place).

Solved Problem on Beams

A uniform beam (EI=constant) PQ in the form of a quarter-circle of radius R is fixed at end P and free at the end Q, where a load W is applied as shown. The vertical downward displacement, δp, at the

Solved Problem on Bending moment and shear force

All members in the rigid-jointed frame shown are prismatic and have the same flexural stiffness EI. Find the magnitude of the bending moment at Q (in kNm) due to the given loading.

Solved Problem on Trusses

The pin-jointed 2-D truss is loaded with a horizontal force of 15 kN at joint S and another 15 kN vertical force at joint U, as shown.Find the force in member RS (in kN ) ...