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  • The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is


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  • A. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit leng
  • B. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit leng
  • C. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit leng
  • D. The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit leng

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    • Theory of Structures problems

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    • 1. Shear centre of a half circular section of radius r and of constant thickness, lies at a distance of x from the centre where x is

    • Options
    • A.
    • B.
    • C.
    • D.
      • Discuss
    • 2. A shaft rotating N.R.M. under a torque T, transmits a power

    • Options
    • A. Newton metres/sec
    • B. Newton metres/min
    • C. Newton metres/min
    • D. Newton metres/sec
      • Discuss
    • 3. The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

    • Options
    • A. 1
    • B. 2
    • C. 3
    • D. 4
      • Discuss
    • 4. For beams breadth is constant,

    • Options
    • A. depth d ? M
    • B. depth d ? M
    • C. depth d ? 3 M
    • D. depth d ?
      • Discuss
    • 5. Maximum strain theory for the failure of a material at the elastic limit, is known as

    • Options
    • A. Guest's or Trecas' theory
    • B. St. Venant's theory
    • C. Rankine's theory
    • D. Haig's theory
    • E. Von Mises's theory.
      • Discuss
    • 6. For calculating the allowable stress of long columns is the empirical formula, known as

    • Options
    • A. Straight line formula
    • B. Parabolic formula
    • C. Perry's formula
    • D. Rankine's formula.
      • Discuss
    • 7. In the cable shown in the given figure, the minimum tension occurs at

    • Options
    • A. A
    • B. B
    • C. C
    • D. between A and C
    • E. between B and C
      • Discuss
    • 8. The force in CD of the truss shown in given figure, is

    • Options
    • A. 3t compression
    • B. 3t tension
    • C. zero
    • D. 1.5t compression
    • E. 1.5t tension
      • Discuss
    • 9. The forces acting normally on the cross section of a bar shown in the given figure introduce

    • Options
    • A. compressive stress
    • B. tensile stress
    • C. shear stress
    • D. none of these.
      • Discuss
    • 10. The deflection curve for the portal frame shown in the given figure is

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

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