RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to: Its own weight All listed here Load of the surcharge, if any Weight of the soil above it Its own weight All listed here Load of the surcharge, if any Weight of the soil above it ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The width of the flange of a T-beam should be less than Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Least of the above Distance between the centers of T-beam Breadth of the rib plus twelve times the thickness of the slab One-third of the effective span of the T-beam Least of the above ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes With the horizontal None of these With the perpendicular to the inclined plane of the soil With the vertical With the horizontal None of these With the perpendicular to the inclined plane of the soil With the vertical ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a ribbed slab Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm All listed here Overall depth of the slab shall not exceed four times the breadth of the rib Clear spacing between ribs shall not be greater than 4.5 cm Width of the rib shall not be less than 7.5 cm All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pile of length ‘L’ carrying a uniformly distributed load ‘W’ per metre length is suspended at two points, the maximum, B.M. at the centre of the pile or at the points of suspension, is WL/8 WL²/24 WL²/47 WL²/16 WL/8 WL²/24 WL²/47 WL²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than 11 mm 12 mm 15 mm 10 mm 11 mm 12 mm 15 mm 10 mm ANSWER DOWNLOAD EXAMIANS APP
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