RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² Nil 200 kg/m² 75 kg/m² 150 kg/cm² Nil 200 kg/m² 75 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Piles are usually driven by Drop hammer All listed here Diesel operated hammer Single acting steam hammer Drop hammer All listed here Diesel operated hammer Single acting steam hammer ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is 2WR²/16 Zero WR²/16 3WR²/16 2WR²/16 Zero WR²/16 3WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken As one sixth of overall height of the wall Equal to heel slab As one third of the base Below ground surface As one sixth of overall height of the wall Equal to heel slab As one third of the base Below ground surface ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL²/24 WL/8 WL²/16 WL²/47 WL²/24 WL/8 WL²/16 WL²/47 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum thickness of a flat slab is taken 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 L/36 for end panels without drops L/32 for end panels without drops ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS