RCC Structures Design The weight of a foundation is assumed as 10% of wall weight 12% of wall weight 7% of wall weight 5% of wall weight 10% of wall weight 12% of wall weight 7% of wall weight 5% of wall weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by (π/4). (ft .d3/fb) π ft .d²/fb (π/4). (ft .d/fb) ft .d/4fb (π/4). (ft .d3/fb) π ft .d²/fb (π/4). (ft .d/fb) ft .d/4fb 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/6 b/4 b/5 b/3 b/6 b/4 b/5 b/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design On an absolutely rigid foundation base, the pressure will Be zero at the centre of the foundation Be uniform Not be uniform Be more at the edges of the foundation Be zero at the centre of the foundation Be uniform Not be uniform Be more at the edges of the foundation ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member is preferred because Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress Large size of long beams carrying large shear force need not be adopted All listed here Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Maximum shear force Minimum bending moment Maximum bending moment Minimum shear force Maximum shear force Minimum bending moment Maximum bending moment Minimum shear force ANSWER DOWNLOAD EXAMIANS APP
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