RCC Structures Design If ‘W’ is the uniformly distributed load on a circular slab of radius ‘R’ fixed at its ends, the maximum positive radial moment at its centre, is WR²/16 3WR²/16 None of these 2WR²/16 WR²/16 3WR²/16 None of these 2WR²/16 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum dip of a parabolic tendon carrying tension P is h and the effective length of the pre-stressed beam is L, the upward uniform pressure will be 8hp/l 8hl/p² 8hl/p 8hp/l² 8hp/l 8hl/p² 8hl/p 8hp/l² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Design of simple steel beams Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress Design of simple steel beams Doubly reinforced beams ignoring compressive stress in concrete Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The anchorage value of a hook is assumed sixteen times the diameter of the bar if the angle of the bend, is 40° 45° All listed here 30° 40° 45° All listed here 30° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads). y = L/2 - (l - x̅) y = L/2 + (l - x̅) y = L - (l - x̅) y = L/2 - (l + x̅) y = L/2 - (l - x̅) y = L/2 + (l - x̅) y = L - (l - x̅) y = L/2 - (l + x̅) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: An elliptical curve A parabolic curve A circular curve A straight line An elliptical curve A parabolic curve A circular curve A straight line ANSWER DOWNLOAD EXAMIANS APP
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