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  • Question
  • Two bars, one of steel and the other of copper having areas of cross-sections As and Ac, coefficient of expansion ?s and ?c and Young's Modulii Es and Es are rigidly connected together at the ends and subjected to temperature change of t°. If the length of the bars initially is L, the final extension ? of the two bars at t° temperature is given by


  • Options
  • A. Two bars, one of steel and the other of copper having areas of cross-sections As and Ac, coefficient
  • B. Two bars, one of steel and the other of copper having areas of cross-sections As and Ac, coefficient
  • C. Two bars, one of steel and the other of copper having areas of cross-sections As and Ac, coefficient
  • D. Two bars, one of steel and the other of copper having areas of cross-sections As and Ac, coefficient

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  • Theory of Structures problems


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    • 1. If E, N, K and 1/m are modulus of elasticity, modulus of rigidity. Bulk modulus and Poisson ratio of the material, the following relationship holds good

    • Options
    • A.
    • B.
    • C.
    • D. all the above.
    • Discuss
    • 2. There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

    • Options
    • A. 1 : 1 1/2 : 2
    • B. 2 : 1 1/2 : 1
    • C. 1 : 1 : 2
    • D. none of these.
    • Discuss
    • 3. A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

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    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 4. The radius of gyration of a section of area A and least moment of inertia I about the centroidal axis, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 5. The force in AD of the truss shown in given figure, is

    • Options
    • A. 4.0t compression
    • B. 3.0t compression
    • C. 0.5t compression
    • D. 0.5t tension
    • E. zero.
    • Discuss
    • 6. Stress may be defined as

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    • A. force per unit length
    • B. force per unit volume
    • C. force per unit area
    • D. none of these.
    • Discuss
    • 7. Pick up the correct statement from the following:

    • Options
    • A. The bending moment which when acting alone would produce the maximum stress equal to the major principal stress caused by combined bending and torsion, is called equivalent bending moment
    • B. Mcg = (M M2 + r2) where letters carry their usual meanings
    • C. Tcp = m2 + T2 where letters carry their usual meanings
    • D. The torque which when acting alone would produce maximum shear stress equal to the maximum shear stress caused by the combined bending and torsion, is called equivalent torque
    • E. All the above.
    • Discuss
    • 8. The shape factor of standard rolled beam section varies from

    • Options
    • A. 1.10 to 1.20
    • B. 1.20 to 1.30
    • C. 1.30 to 1.40
    • D. 1.40 to 1.50
    • Discuss
    • 9. The tangential component of stress on an plane inclined ?° to the direction of the force, may be obtained by multiplying the normal stress by

    • Options
    • A. sin ?
    • B. cos ?
    • C. tan ?
    • D. sin ? cos ?
    • E. sin2?
    • Discuss
    • 10. The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss


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