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/4 h/3 h/2 2h/3 h/4 h/3 h/2 2h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than 50 40 35 30 50 40 35 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is 1.75 times the average 1.25 times the average 2.0 times the average 1.50 times the average 1.75 times the average 1.25 times the average 2.0 times the average 1.50 times the average ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the bearing capacity of soil is 10 tonnes/cm² and the projection of plain concrete footing from walls, is a cm, the depth D of footing is D = 0.0775 a D = 0.775 √a D = 0.775 a² D = 0.775 a D = 0.0775 a D = 0.775 √a D = 0.775 a² D = 0.775 a ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the shear stress in a R.C.C. beam is All of these Greater than 20 kg/cm², the size of the section is changed Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided All of these Greater than 20 kg/cm², the size of the section is changed Equal or less than 5 kg/cm², no shear reinforcement is provided Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided 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 - cos φ)/(1 + sin φ) wh (1 - sin φ)/(1 + sin φ) wh (1 - tan φ)/(1 + tan φ) w (1 - cos φ)/h (1 + sin φ) wh (1 - cos φ)/(1 + sin φ) wh (1 - sin φ)/(1 + sin φ) wh (1 - tan φ)/(1 + tan φ) w (1 - cos φ)/h (1 + sin φ) ANSWER DOWNLOAD EXAMIANS APP
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