Recent content by Gdeepsingh516

  1. Gdeepsingh516

    The maximum permissible chloride content for public supplies should be between -

    A
  2. Gdeepsingh516

    The reduction factor to the bearing capacity of a soil due to the water table at a depth equal to half of the width of the footing below the footing

    B
  3. Gdeepsingh516

    Battens provided in compound steel columns are mainly -

    C
  4. Gdeepsingh516

    Lacing or battening of compound steel columns -

    A
  5. Gdeepsingh516

    The buckling load in a steel column is -

    A
  6. Gdeepsingh516

    The maximum slenderness ratio of steel strut the design of which is governed by earthquake load considerations should be -

    D
  7. Gdeepsingh516

    The maximum slenderness ratio of a steel column the design of which is governed by wind load consideration should be -

    A
  8. Gdeepsingh516

    The effective width of outstand in steel compression members of channel sections for design criterion is -

    C
  9. Gdeepsingh516

    The effective area of a welded structural steel tie angle for design purposes is equal to -

    B
  10. Gdeepsingh516

    The width of lacing bars used in steel ties should not be less than -

    B
  11. Gdeepsingh516

    A steel wire when used as a tie requires -

    D
  12. Gdeepsingh516

    A pair of steel channel sections tack welded as a tension element, the net area of cross- section for design criterion is -

    A pair of steel channel sections tack welded as a tension element, the net area of cross- section for design criterion is - (a) Net area of the web only (b) Net area of the flanges only (c) Net area of the web and flanges (d) Web area plus a portion of the area of the flanges. C
  13. Gdeepsingh516

    The maximum permissible slenderness ratio of steel ties likely to be subjected to compression also is -

    B
  14. Gdeepsingh516

    The minimum thickness of steel of the tension members exposed to weather and not accessible is -

    C
  15. Gdeepsingh516

    The minimum thickness of steel of the tensile members not exposed directly to weather is -

    C
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