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 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 If the size of a column is reduced above the floor, the main bars of the columns, are Continued up All of the listed here Stopped just below the floor level and separate lap bars provided Bent inward at the floor level Continued up All of the listed here Stopped just below the floor level and separate lap bars provided Bent inward at the floor level ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided Greater than 20 kg/cm², the size of the section is changed All of these Equal or less than 5 kg/cm², no shear reinforcement is provided ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.18 % 0.15 % 0.10 % 0.12 % 0.18 % 0.15 % 0.10 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/3C 2300/2C 2800/C 2800/C² 2800/3C 2300/2C 2800/C 2800/C² ANSWER DOWNLOAD EXAMIANS APP
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