RCC Structures Design The minimum thickness of a flat slab is taken All listed here L/36 for interior panels without drop L/36 for end panels without drops L/32 for end panels without drops All listed here L/36 for interior panels without drop L/36 for end panels without drops L/32 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by l = dt/4Sb l = dt/2Sb l = dt/Sb l = dt/3Sb l = dt/4Sb l = dt/2Sb l = dt/Sb l = dt/3Sb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds 15 10 20 25 15 10 20 25 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of 2h/3 h/4 h/2 h/3 2h/3 h/4 h/2 h/3 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/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 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/3C 2800/C 2800/C² 2300/2C 2800/3C 2800/C 2800/C² 2300/2C ANSWER DOWNLOAD EXAMIANS APP
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