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  • Question
  • is the equation of Euler's crippling load, if both the ends are fixed both the ends are hinged one e is the equation of Euler's crippling load, if


  • Options
  • A. both the ends are fixed
  • B. both the ends are hinged
  • C. one end is fixed and other end is free
  • D. one end is fixed and other end is hinged.

  • Correct Answer
  • one end is fixed and other end is free 


  • Theory of Structures problems


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    • 1. A steel rod of sectional area 250 sq. mm connects two parallel walls 5 m apart. The nuts at the ends were tightened when the rod was heated to 100°C. If ?steel = 0.000012/C°, Esteel = 0.2 MN/mm2, the tensile force developed at a temperature of 50°C, is

    • Options
    • A. 80 N/mm2
    • B. 100 N/mm2
    • C. 120 N/mm2
    • D. 150 N/mm2
    • Discuss
    • 2. A steel bar 5 m x 50 mm is loaded with 250, 000 N. If the modulus of elasticity of the material is 0.2 MN/mm2 and Poisson's ratio is 0.25, the change in the volume of the bar is :

    • Options
    • A. 1.125 cm3
    • B. 2.125 cm3
    • C. 3.125 cm3
    • D. 4.125 cm2
    • Discuss
    • 3. A bar of square section of area a2 is held such that its one of its diameters is vertical. The maximum shear stress will develop at a depth h where h is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 4. If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

    • Options
    • A. horizontal thrust is wl2/8h
    • B. S.F. will be zero throughout
    • C. B.M. will be zero throughout
    • D. all the above.
    • Discuss
    • 5. For permissible shear stress fs, the torque transmitted by a thin tube of mean diameter D and wall thickness t, is

    • Options
    • A.
    • B.
    • C. ?D2t fs
    • D.
    • Discuss
    • 6. The degree of indeterminacy of the frame in the given figure, is

    • Options
    • A. 1
    • B. 2
    • C. 3
    • D. zero
    • Discuss
    • 7. A simply supported beam carries a varying load from zero at one end and w at the other end. If the length of the beam is a, the shear force will be zero at a distance x from least loaded point where x is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 8. The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length, is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 9. The ratio of lateral strain to axial strain of a homogeneous material, is known

    • Options
    • A. Yield ratio
    • B. Hooke's ratio
    • C. Poisson's ratio
    • D. Plastic ratio.
    • Discuss
    • 10. A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

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


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