RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Four times Six times Five times Three times Four times Six times Five times Three times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 40 35 30 45 40 35 30 45 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of a foundation is assumed as 12% of wall weight 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight 5% of wall weight 10% of wall weight 7% of wall weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is [(m + r)/m] d [m/(m - r)] d [(r - m)/m] d [m/(m + r)] d [(m + r)/m] d [m/(m - r)] d [(r - m)/m] d [m/(m + r)] d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken L/32 for end panels without drops L/36 for interior panels without drop All listed here L/36 for end panels without drops L/32 for end panels without drops L/36 for interior panels without drop All listed here L/36 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.775 a D = 0.775 a² D = 0.0775 a D = 0.775 √a D = 0.775 a D = 0.775 a² D = 0.0775 a D = 0.775 √a ANSWER DOWNLOAD EXAMIANS APP
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