RCC Structures Design A pre-cast pile generally used, is Circular Square with corners chamfered Square Octagonal Circular Square with corners chamfered Square Octagonal ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.50 times the average 2.0 times the average 1.25 times the average 1.75 times the average 1.50 times the average 2.0 times the average 1.25 times the average 1.75 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/4th of the span 1/6th of the span 1/5th of the span 1/7th of the span 1/4th of the span 1/6th of the span 1/5th of the span 1/7th of the span 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 0.796 % 0.696 % 0.596 % 0.496 % 0.796 % 0.696 % 0.596 % 0.496 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is 7.6 kg/cm² 8.3 kg/cm² 21.5 kg/cm² 21.5 kg/cm² 7.6 kg/cm² 8.3 kg/cm² 21.5 kg/cm² 21.5 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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