Top 150+ Solved Structural Design 2 MCQ Questions Answer
Q. In direct design method of flat slab design, At an exterior support, the column strip shall be designed to resist the
a. total negative moment in the panel at that support.
b. total positive moment in the panel at that support.
c. 75 % of total negative moment in the panel at that support.
d. 75 % of total positive moment in the panel at that support.
Q. In flat slab design, The drops when provided shall be rectangular in plan, and have a length in each direction
a. not less than three fourth of the panel length in that direction
b. not less than one fourth of the panel length in that direction
c. not less than one half of the panel length in that direction
d. not less than one third of the panel length in that direction
Q. In flat slab design, the column strip shall be designed to resist
a. 60 percent of the total positive moment in the panel
b. 40 percent of the total positive moment in the panel
c. 35 percent of the total negative moment in the panel
d. 65 percent of the total negative moment in the panel
Q. In flat slab design, the middle strip shall be designed to resist
a. 60 percent of the total positive moment in the panel
b. 40 percent of the total positive moment in the panel
c. 35 percent of the total negative moment in the panel
d. 65 percent of the total negative moment in the panel
Q. In design of flat slab, The critical section for shear shall be at a distance
a. effective depth /2 from the periphery of the column/capital/drop panel
b. effective depth from the periphery of the column/capital/drop panel
c. face of the column/capital/drop panel
d. none of the above
Q. In flat slab design, When drop panels are used, the thickness of drop panel for determination of area of reinforcement shall be
a. equal to thickness of drop
b. equal to thickness of slab plus one quarter the distance between edge of drop and edge of capital
c. lesser of (a) and (b)
d. greater of (a) and (b)
Q. In flat slab design, the moment at the support of column strip is
a. 0
b. positive
c. negative
d. may be positive or negative
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment in middle strip is
a. 368.55 knm
b. 245.70 knm
c. 198.45 knm
d. 132.30 knm
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment in column strip is
a. 368.55 knm
b. 245.70 knm
c. 198.45 knm
d. 132.30 knm
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment in middle strip is
a. 330.75 knm
b. 614.25 knm
c. 198.45 knm
d. 132.30 knm
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment in column strip is
a. 330.75 knm
b. 614.25 knm
c. 198.45 knm
d. 132.30 knm
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then positive design moment is
a. 330.75 knm
b. 614.25 knm
c. 236.25 knm
d. 708.75 knm
Q. In direct design method of flat slab, total design moment Mo is 945 kNm then negative design moment is
a. 330.75 knm
b. 614.25 knm
c. 236.25 knm
d. 708.75 knm
Q. The pressure exerted by the retained material on the retaining wall is called
a. active earth pressure
b. earth pressure
c. passive earth pressure
d. both (a) and (b)
Q. A retaining wall which resist the earth pressure due to backfill by its dead weight is called
a. cantilever retaining wall
b. gravity wall
c. counterfort retaining wall
d. buttress retaining wall