RCC Structures Design Design of R.C.C. cantilever beams, is based on the resultant force at Mid span and fixed support Mid span Free end Fixed end Mid span and fixed support Mid span Free end Fixed end ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 8 mm 12 mm 6 mm 10 mm 8 mm 12 mm 6 mm 10 mm 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/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/12 (L - D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is 45 40 50 55 45 40 50 55 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Smaller of 25 mm or diameter Greater of 40 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The floor slab of a building is supported on reinforced cement floor beams. The ratio of the end and intermediate spans is kept 0.7 0.2 0.8 0.9 0.7 0.2 0.8 0.9 ANSWER DOWNLOAD EXAMIANS APP