logo

CuriousTab

CuriousTab

Discussion


Home Civil Engineering Steel Structure Design Comments

  • Question
  • According to I.S. : 800 - 1871, lacing bars resist transverse shear equal to


  • Options
  • A. 1.0% of the axial load
  • B. 2.0% of the axial load
  • C. 2.5% of the axial load
  • D. 3.0% of the axial load
  • E. 4.0% of the axial load.

  • Correct Answer
  • 2.5% of the axial load 


  • Steel Structure Design problems


    Search Results


    • 1. The equivalent axial load may be defined as the load which produces a stress equal to

    • Options
    • A. maximum stress produced by the eccentric load
    • B. maximum stressed fibre
    • C. bending stress
    • D. none of these.
    • Discuss
    • 2. As per ISI, rolled steel beam sections are classified into

    • Options
    • A. two series
    • B. three series
    • C. four series
    • D. five series.
    • Discuss
    • 3. When a column is subjected to eccentric load having eccentricity ex, with respect to x-axis and eccentricity ey with respect to y-axis the column is subjected to moment in two directions and the equivalent axial load, is

    • Options
    • A.
    • B.
    • C.
    • D.
    • E. none of these.
    • Discuss
    • 4. In rolled steel beams, shear force is mostly resisted by

    • Options
    • A. web only
    • B. flanges only
    • C. web and flanges together
    • D. none of these.
    • Discuss
    • 5. The gross section of the web of a beam is defined as

    • Options
    • A. depth of the beam multiplied by its web thickness
    • B. width of the flange multiplied by its web thickness
    • C. sum of the flange width and depth of the beam multiplied by the web thickness
    • D. none of these.
    • Discuss
    • 6. Working shear stress on the gross area of a rivet as recommended by Indian Standards, is

    • Options
    • A. 785 kg/cm2
    • B. 1025 kg/cm2
    • C. 2360 kg/cm2
    • D. none of these.
    • Discuss
    • 7. For the economical design of a combined footing to support two equal column loads, the projections of beams in lower tier are kept such that bending moment under column is equal to

    • Options
    • A. bending moment at the centre of the beam
    • B. half the bending moment at the centre of the beam
    • C. twice the bending moment at the centre of the beam
    • D. none of these.
    • Discuss
    • 8. Maximum permissible slenderness ratio of compression members which carry dead and superimposed load, is

    • Options
    • A. 350
    • B. 250
    • C. 180
    • D. 80
    • E. 75
    • Discuss
    • 9. Water pressure in a 80 cm water main is 10 kg/cm2. The minimum thickness of the metal required for the water main, not to be stressed more than 200 kg/cm2, is

    • Options
    • A. 1 cm
    • B. 1.5 cm
    • C. 2 cm
    • D. 2.5 cm
    • E. 3 cm
    • Discuss
    • 10. The main type of butt joints, is a double cover

    • Options
    • A. shear riveted joint
    • B. chain riveted joint
    • C. zig-zag riveted joint
    • D. all the above.
    • Discuss


    Comments

    There are no comments.

Enter a new Comment