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MCQs

Total Questions : 123 | Page 13 of 13 pages
Question 121. To minimize the effect of differential settlement, the area of footing should be designed for
  1.    dead load only
  2.    dead load + live load
  3.    dead load + fraction of live load
  4.    live load + fraction of dead load
 Discuss Question
Answer: Option C. -> dead load + fraction of live load


dead load + fraction of live load


Question 122. If the foundations of all the columns of a structure are designed on the total live and dead load basis, then
  1.    there will be no settlement of columns
  2.    there will be no differential settlements
  3.    the settlement of exterior columns will be more than interior columns
  4.    the settlement of interior columns will be more than exterior columns
 Discuss Question
Answer: Option C. -> the settlement of exterior columns will be more than interior columns


the settlement of exterior columns will be more than interior columns


Question 123. The maximum bending moment for a purling may be taken as
  1.    WL/10
  2.    WL/8
  3.    WL/12
  4.    WL/15
 Discuss Question
Answer: Option A. -> WL/10


WL/10


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