RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by 0.7 0.4 0.6 0.5 0.7 0.4 0.6 0.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force Maximum shear force Maximum bending moment Minimum bending moment Minimum shear force ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design [A + (m - 1)ASC] known as equivalent concrete area of R.C.C. is given by Load factor method Ultimate load method Modular ratio method None of these Load factor method Ultimate load method Modular ratio method None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Post tensioning system Was widely used in earlier days Is economical for large spans and is adopted now a days Is not economical and hence not generally used None of these Was widely used in earlier days Is economical for large spans and is adopted now a days Is not economical and hence not generally used None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of the maximum shear force Less loaded column A point of zero shear force More loaded column A point of the maximum shear force Less loaded column A point of zero shear force More loaded column ANSWER DOWNLOAD EXAMIANS APP
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