RCC Structures Design In a cantilever retaining wall without a heel slab Base slab is made 10 cm thicker than the stem All listed here Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout Base slab is made 10 cm thicker than the stem All listed here Width of the base slab is kept 0.7 time the total height of the wall Thickness of the stem is kept same throughout ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by t/mc = (d - n)/n mc/t = (d - n)/n mc/t = n/(d - n) t/mc = (d + n)/n t/mc = (d - n)/n mc/t = (d - n)/n mc/t = n/(d - n) t/mc = (d + n)/n ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If L is the effective span of a R.C.C. beam which is subjected to maximum shear qmax at the ends, the distance from either end over which stirrups for the shear, are provided, is (L/2) (1 - 2/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 5/qmax) (L/2) (1 - 2/qmax) (L/3) (1 - 5/qmax) (L/2) (1 - 3/qmax) (L/2) (1 - 5/qmax) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of a foundation is assumed as 5% of wall weight 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 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/2 h/4 2h/3 h/3 h/2 h/4 2h/3 h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a pre-stressed beam carrying an external load W with a bent tendon is having angle of inclination ? and pre-stressed load P. The net downward load at the centre is W - 2P cos θ W - P sin θ W - 2P sin θ W - P cos θ W - 2P cos θ W - P sin θ W - 2P sin θ W - P cos θ ANSWER DOWNLOAD EXAMIANS APP
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