RCC Structures Design The self-weight of the footing, is Not considered for calculating the upward pressure on footing Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) Not considered for calculating the upward pressure on footing Also considered for calculating the upward pressure on footing Not considered for calculating the area of the footing Both (b) and (c) 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 38 cm 39 cm 37 cm 40 cm 38 cm 39 cm 37 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Five times Three times Four times Six times Five times Three times Four times Six times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of Half the distance of projection 0.1 L from the centre edge of column 0.1 L from the outer edge of column One-fourth the distance of projection Half the distance of projection 0.1 L from the centre edge of column 0.1 L from the outer edge of column One-fourth the distance of projection ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Width of the rib shall not be less than 7.5 cm ANSWER DOWNLOAD EXAMIANS APP
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