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Steel structures miscellaneous

  1. Which one of the following is NOT correct for steel sections as per IS: 800-1984?
    1. The maximum bending stress in tension or in compression in extreme fibre calculated on the effective section of a beam shall not exceed 0.66fy.
    2. The bearing stress in any part of a beam when calculated on the area shall not exceed 0.75 fy.
    3. The direct stress is compression on the gross sectional area of axial loaded compression member shall not exceed 0.6 fy.
    4. None of the above.
Correct Option: D

NA



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