RCC Structures Design The toe projection of foundation slabs is taken Below ground surface As one sixth of overall height of the wall As one third of the base Equal to heel slab Below ground surface As one sixth of overall height of the wall As one third of the base Equal to heel slab ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is 15 cm² 14 cm² 17 cm² 16 cm² 15 cm² 14 cm² 17 cm² 16 cm² 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 0.5 0.6 0.4 0.7 0.5 0.6 0.4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (q) in concrete of a reinforced cement concrete beam is Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) Lever arm/(Shear force × Width) (Shear force × Width)/Lever arm Width/(Lever arm × Shear force) Shear force/(Lever arm × Width) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Greater of 25 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS