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Home Civil Engineering Steel Structure Design Comments

  • Question
  • Rolled steel angle sections are classified as


  • Options
  • A. equal angles
  • B. unequal angles
  • C. bulb angles
  • D. all the above.

  • Correct Answer
  • all the above. 


  • Steel Structure Design problems


    Search Results


    • 1. Tacking rivets in compression plates not exposed to the weather, have a pitch not exceeding 300 mm or

    • Options
    • A. 16 times the thickness of outside plate
    • B. 24 times the thickness of outside plate
    • C. 32 times the thickness of outside plate
    • D. 36 times the thickness of outside plate.
    • Discuss
    • 2. The distance between the outer faces of flanges of a plate girder, is known as

    • Options
    • A. overall depth
    • B. clear depth
    • C. effective depth
    • D. none of these.
    • Discuss
    • 3. When a tension member consists of two channel sections, the allowance for rivet hole is made for two holes from

    • Options
    • A. each web
    • B. each flange
    • C. both webs
    • D. each web or one hole from each flange whichever is more
    • E. each web or one hole from each flange whichever is less.
    • Discuss
    • 4. In a built up beam actual bending compressive stress fbc is given by (when y1 is the distance of the edge of the beam from the neutral axis).

    • Options
    • A.
    • B.
    • C.
    • D.
    • E.
    • Discuss
    • 5. A riveted joint many experience

    • Options
    • A. tearing failure of plates
    • B. bearing failure of plates
    • C. splitting failure of plates at the edges
    • D. bearing failure of rivets
    • E. all the above.
    • Discuss
    • 6. An imaginary line along which rivets are placed, is known as

    • Options
    • A. rivet line
    • B. scrieve line
    • C. back line
    • D. gauge line
    • E. all the above.
    • Discuss
    • 7. The connection of one beam to another beam by means of an angle at the bottom and an angle at the top, is known as

    • Options
    • A. unstiffened seated connection
    • B. stiffened seated connection
    • C. seated connection
    • D. none of these.
    • Discuss
    • 8. Lug angle is

    • Options
    • A. used with single angle member
    • B. not used with double angle member
    • C. used with channel member
    • D. all the above.
    • Discuss
    • 9. When the upper column does not provide full bearing area over lower column, the column splice is provided with the following assumption

    • Options
    • A. bearing plate is assumed as a short beam to transmit the axial load to the lower column section
    • B. axial load is assumed to be taken by flanges
    • C. load transmitted from the flanges of upper column and reactions from the flanges of lower columns are equal and form a couple
    • D. all the above.
    • Discuss
    • 10. A column splice is used to increase

    • Options
    • A. length of the column
    • B. strength of the column
    • C. cross-sectional area of the column
    • D. none of these.
    • Discuss


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