RCC Structures Design If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge Is decreased by Pe/Z Remains unchanged Is increased by Pe/Z Is increased by PZ/e Is decreased by Pe/Z Remains unchanged Is increased by Pe/Z Is increased by PZ/e 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 - 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 WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The steel generally used in R.C.C. work, is High carbon steel High tension steel Mild steel Stainless High carbon steel High tension steel Mild steel Stainless ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Cantilever retaining walls can safely be used for a height not more than 6 m 5 m 4 m 3 m 6 m 5 m 4 m 3 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum ratio of span to depth of a slab simply supported and spanning in one direction, is 25 30 35 20 25 30 35 20 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress does not exceed 5 kg/cm², the nominal stirrups provided are 8 legged 12 legged 6 legged 10 legged 8 legged 12 legged 6 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
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