RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than 75 cm 30 cm 20 cm 40 cm 75 cm 30 cm 20 cm 40 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by M = pb (b - a)²/4 M = pb (b + a)/8 M = pb (b - a)²/8 M = pb (c - a)/4 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b + a)/8 M = pb (b - a)²/8 M = pb (c - a)/4 M = pb (b + a)/8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member Is stressed after casting Is made of concrete Possesses internal stresses Is made of reinforced concrete Is stressed after casting Is made of concrete Possesses internal stresses Is made of reinforced concrete ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is Stress in concrete × area of concrete + Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in steel × area of steel Stress in concrete × area of concrete + Stress in steel × area of steel Stress in concrete × area of concrete None of these Stress in steel × area of steel ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is 45° 30° 40° All listed here 45° 30° 40° All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C ANSWER DOWNLOAD EXAMIANS APP
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