RCC Structures Design On an absolutely rigid foundation base, the pressure will Be uniform Be more at the edges of the foundation Not be uniform Be zero at the centre of the foundation Be uniform Be more at the edges of the foundation Not be uniform Be zero at the centre of the foundation ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads). y = L/2 - (l - x̅) y = L/2 - (l + x̅) y = L - (l - x̅) y = L/2 + (l - x̅) y = L/2 - (l - x̅) y = L/2 - (l + x̅) y = L - (l - x̅) y = L/2 + (l - x̅) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 5 cm 10 cm 20 cm 15 cm 5 cm 10 cm 20 cm 15 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 12 mm 10 mm 6 mm 8 mm 12 mm 10 mm 6 mm 8 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stresses developed in concrete and steel in reinforced concrete beam 25 cm width and 70 cm effective depth, are 62.5 kg/cm² and 250 kg/cm² respectively. If m = 15, the depth of its neutral axis is 25 cm 30 cm 35 cm 20 cm 25 cm 30 cm 35 cm 20 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 200 kg/m² 75 kg/m² 150 kg/cm² Nil 200 kg/m² 75 kg/m² 150 kg/cm² Nil ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS