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Home Civil Engineering Steel Structure Design Comments

  • Question
  • The least permissible clear dimension of the web of thickness t in the panel of a plate girder, is restricted to


  • Options
  • A. 150 t
  • B. 160 t
  • C. 170 t
  • D. 180 t
  • E. 200 t

  • Correct Answer
  • 180 t 


  • Steel Structure Design problems


    Search Results


    • 1. A column is carrying an axial load W and an eccentric load P. If A is its cross-sectional area, ex and ey are the eccentricities and Pxx and Zyy the section modulli, the equivalent axial load is obtained from the formula,

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 2. For a single section used as a tension member, the given area is assumed

    • Options
    • A. 20% to 30% in excess of the net area
    • B. 30% to 40% in excess of the net area
    • C. 40% to 50% in excess of the net area
    • D. 50% to 60% in excess of the net area
    • E. 60% to 70% in excess of the net area.
    • Discuss
    • 3. Rise of a Jack arch is kept about

    • Options
    • A. 1/2 to 1/3 of the span
    • B. 1/3 to 1/4 of the span
    • C. 1/4 to 1/8 of the span
    • D. 1/8 to 1/12 of the span.
    • Discuss
    • 4. With usual notations of the letters, the shear stress fs at any point of the cross-section is given by

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 5. Tacking rivets in tension members, are provided at a pitch in line not exceeding

    • Options
    • A. 25 cm
    • B. 50 cm
    • C. 75 cm
    • D. 100 cm
    • Discuss
    • 6. In a grillage footing, the maximum shear force occurs at the

    • Options
    • A. edge of grillage beam
    • B. edge of base plate
    • C. centre of grillage beam
    • D. centre of base plate.
    • Discuss
    • 7. If d is the diameter of column, D is the side of square base, W is total axial load and p is the allowable bending stress, the thickness (t) of the base plate, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • Discuss
    • 8. Pick up the correct statement from the following:

    • Options
    • A. The ends of a strut, are connected together with two rivets
    • B. The members of strut will have at least two connections spaced equidistant in their length
    • C. The members when separated back-to-back, the connecting rivets should pass through solid washer or packing
    • D. All the above.
    • Discuss
    • 9. On steel structures the dead load is the weight of

    • Options
    • A. steel work
    • B. material fastened to steel work
    • C. material supported permanently
    • D. all the above.
    • Discuss
    • 10. According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as

    • Options
    • A. 0.000008
    • B. 0.000010
    • C. 0.000012
    • D. 0.000014
    • E. 0.000016
    • Discuss


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