RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 8 legged 12 legged 6 legged 10 legged 8 legged 12 legged 6 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the lap in a compression member is kept greater than bar diameter x (Permissible stress in bar / Five times the bond stress) or 24 bar diameters 30 bar diameters 12 bar diameters 18 bar diameters 24 bar diameters 30 bar diameters 12 bar diameters 18 bar diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the rib of a T-beam, is generally kept between 1/3 to 2/3 of rib depth 1/3 to 1/2 of rib depth 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth 1/3 to 2/3 of rib depth 1/3 to 1/2 of rib depth 1/2 to 3/4 of rib depth 1/7 to 1/3 of rib depth ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (C - 1) mf + eE (1 - C) mf - eE (1 - C) mf + eE (C - 1) mf - eE (C - 1) mf + eE (1 - C) mf - eE (1 - C) mf + eE (C - 1) mf - eE ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Piles are usually driven by Diesel operated hammer Single acting steam hammer Drop hammer All listed here Diesel operated hammer Single acting steam hammer Drop hammer All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface ANSWER DOWNLOAD EXAMIANS APP
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