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Theory of Structures problems

  • 1. The locus of reaction of a two hinged semi-circular arch, is

  • Options
  • A. straight line
  • B. parabola
  • C. circle
  • D. hyperbola.
    • Discuss
  • 2. The forces in the members of simple trusses, may be analysed by

  • Options
  • A. graphical method
  • B. method of joints
  • C. method of sections
  • D. all the above.
    • Discuss
  • 3. By applying the static equations i.e. ?H = 0, ?V = 0 and ?M = 0, to a determinate structure, we may determine

  • Options
  • A. supporting reactions only
  • B. shear forces only
  • C. bending moments only
  • D. internal forces only
  • E. all the above.
    • Discuss
  • 4. The yield moment of a cross section is defined as the moment that will just produce the yield stress in

  • Options
  • A. the outer most fibre of the section
  • B. the inner most fibre of the section
  • C. the neutral fibre of the section
  • D. the fibre everywhere
    • Discuss
  • 5. An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

  • Options
  • A.
  • B.
  • C.
  • D.
    • Discuss
  • 6. Flat spiral springs

  • Options
  • A. consist of uniform thin strips
  • B. are supported at outer end
  • C. are wound by applying a torque
  • D. are used in clock-work mechanism
  • E. all the above.
    • Discuss
  • 7. The equivalent length of a column of length L, having both the ends hinged, is

  • Options
  • A. 2L
  • B. L
  • C.
  • D.
    • Discuss
  • 8. For beams of uniform strength, if depth is constant,

  • Options
  • A. width b ? M
  • B. width b ? M
  • C. width b ? 3 M
  • D. width b ?
    • Discuss
  • 9. The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

  • Options
  • A. 1.0
  • B. 1.5
  • C. 2.0
  • D. 2.5
  • E. 3.0
    • Discuss
  • 10. A rectangular column shown in the given figure carries a load P having eccentricities ex and ev along X and Y axes. The stress at any point (x, y) is
    Civil Engineering Theory of Structures: A rectangular column shown in the given figure carries a load P having eccentricities e

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

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