RCC Structures Design A pre-stressed concrete member Is stressed after casting Is made of reinforced concrete Is made of concrete Possesses internal stresses Is stressed after casting Is made of reinforced concrete Is made of concrete Possesses internal stresses ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/3(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/3(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] 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 20 15 25 10 20 15 25 10 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.496 % 0.796 % 0.696 % 0.596 % 0.496 % 0.796 % 0.696 % 0.596 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective width of a column strip of a flat slab, is Diameter of the column Half the width of the panel One-fourth the width of the panel Radius of the column Diameter of the column Half the width of the panel One-fourth the width of the panel Radius of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken L/36 for end panels without drops All listed here L/36 for interior panels without drop L/32 for end panels without drops L/36 for end panels without drops All listed here L/36 for interior panels without drop L/32 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS