RCC Structures Design The self-weight of the footing, is Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Also considered for calculating the upward pressure on footing Both (b) and (c) Not considered for calculating the area of the footing Not considered for calculating the upward pressure on footing Also considered for calculating the upward pressure on 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 37 cm 40 cm 38 cm 39 cm 37 cm 40 cm 38 cm 39 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 Three times Four times Five times Six times Three times Four times Five 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 One-fourth the distance of projection 0.1 L from the centre edge of column 0.1 L from the outer edge of column Half the distance of projection One-fourth the distance of projection 0.1 L from the centre edge of column 0.1 L from the outer edge of column Half the distance of projection ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Overall depth of the slab shall not exceed four times the breadth of the rib All listed here Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm Overall depth of the slab shall not exceed four times the breadth of the rib All listed here Width of the rib shall not be less than 7.5 cm Clear spacing between ribs shall not be greater than 4.5 cm ANSWER DOWNLOAD EXAMIANS APP
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