RCC Structures Design The weight of a foundation is assumed as 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight 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 Replacing larger bars by greater number of small bars Increasing the total perimeter of bars Decreasing the lever arm Replacing smaller bars by greater number of greater bars Replacing larger bars by greater number of small bars Increasing the total perimeter of bars Decreasing the lever arm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/5 b/3 b/4 b/6 b/5 b/3 b/4 b/6 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is wh (1 - sin φ)/(1 + sin φ) wh (1 - tan φ)/(1 + tan φ) wh (1 - cos φ)/(1 + sin φ) w (1 - cos φ)/h (1 + sin φ) wh (1 - sin φ)/(1 + sin φ) wh (1 - tan φ)/(1 + tan φ) wh (1 - cos φ)/(1 + sin φ) w (1 - cos φ)/h (1 + sin φ) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken 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 Below ground surface As one sixth of overall height of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a singly reinforced beam, the effective depth is measured from its compression edge to Tensile edge Neutral axis of the beam Tensile reinforcement Longitudinal central axis Tensile edge Neutral axis of the beam Tensile reinforcement Longitudinal central axis ANSWER DOWNLOAD EXAMIANS APP
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