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 % 0.696 % 0.596 % 0.796 % 0.496 % 0.696 % 0.596 % 0.796 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As per I.S. 456 - 1978, the pH value of water shall be Less than 6 Equal to 6 Not less than 6 Equal to 7 Less than 6 Equal to 6 Not less than 6 Equal to 7 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as Capital Top of the column Drop panel Supporting end of the column Capital Top of the column Drop panel Supporting end of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For M 150 grade concrete (1 : 2 : 4) the moment of resistance factor is 7.5 0.87 8.5 5.8 7.5 0.87 8.5 5.8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of the cover at the end of a reinforcing bar should not be less than twice the diameter of the bar subject to a minimum of 15 mm 20 mm 10 mm 25 mm 15 mm 20 mm 10 mm 25 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed 20 mm 10 mm 25 mm 15 mm 20 mm 10 mm 25 mm 15 mm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS