RCC Structures Design Total pressure on the vertical face of a retaining wall of height ‘h’ per unit run exerted by the retained earth weighing ‘w’ per unit volume, is wh² [(1 - sin φ)/3(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/3(1 + sin φ)] wh² [(1 - sin φ)/(1 + sin φ)] wh² [(1 - sin φ)/2(1 + sin φ)] wh [(1 - sin φ)/(1 + sin φ)] ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The design of a retaining wall assumes that the retained earth Is not cohesive Is dry Is free from moisture All listed here Is not cohesive Is dry Is free from moisture All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than One-third of the effective span of the T-beam Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam Least of the above One-third of the effective span of the T-beam Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A very comfortable type of stairs is Dog legged Open newel Geometrical Straight Dog legged Open newel Geometrical Straight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by Rankine formula Marcus formula Grashoff formula Rankine Grashoff formula Rankine formula Marcus formula Grashoff formula Rankine Grashoff formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of the column head support a flat slab, is generally kept 0.25 times the diameter of the column 5.0 cm larger than the diameter of the column 0.25 times the span length 4.0 cm larger than the diameter of the column 0.25 times the diameter of the column 5.0 cm larger than the diameter of the column 0.25 times the span length 4.0 cm larger than the diameter of the column ANSWER DOWNLOAD EXAMIANS APP
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