RCC Structures Design The maximum diameter of a bar used in a ribbed slab, is 12 mm 6 mm 22 mm 20 mm 12 mm 6 mm 22 mm 20 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is 40 cm 37 cm 39 cm 38 cm 40 cm 37 cm 39 cm 38 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Cantilever retaining walls can safely be used for a height not more than 3 m 4 m 5 m 6 m 3 m 4 m 5 m 6 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.12 % 0.18 % 0.10 % 0.15 % 0.12 % 0.18 % 0.10 % 0.15 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than 24 diameters from the centre of the column 42 diameters from the outer edge of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column 24 diameters from the centre of the column 42 diameters from the outer edge of the column 42 diameters from the inner edge of the column 42 diameters from the centre of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The load stress of a section can be reduced by Replacing smaller bars by greater number of greater bars Decreasing the lever arm Increasing the total perimeter of bars Replacing larger bars by greater number of small bars Replacing smaller bars by greater number of greater bars Decreasing the lever arm Increasing the total perimeter of bars Replacing larger bars by greater number of small bars ANSWER DOWNLOAD EXAMIANS APP
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