RCC Structures Design If the average bending stress is 6 kg/cm² for M 150 grade concrete, the length of embedment of a bar of diameter d according to I.S. 456 specifications, is 58 d 38 d 48 d 28 d 58 d 38 d 48 d 28 d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at 35° 55° 45° 25° 35° 55° 45° 25° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the sides of a slab simply supported on edges and spanning in two directions are equal, the maximum bending moment is multiplied by 0.7 0.6 0.4 0.5 0.7 0.6 0.4 0.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam, which may be considered to act effectively with the rib depends upon Overall thickness of the rib Centre to centre distance between T-beams All of the listed here Breadth of the rib Overall thickness of the rib Centre to centre distance between T-beams All of the listed here Breadth of the rib ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is 1400 kg/cm² 260 kg/cm² 190 kg/cm² 230 kg/cm² 1400 kg/cm² 260 kg/cm² 190 kg/cm² 230 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken 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 All listed here L/36 for interior panels without drop ANSWER DOWNLOAD EXAMIANS APP
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