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 Marcus formula Grashoff formula Rankine Grashoff formula Rankine formula Marcus formula Grashoff formula Rankine Grashoff formula Rankine formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a cantilever retaining wall without a heel slab All listed here Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall All listed here Base slab is made 10 cm thicker than the stem Thickness of the stem is kept same throughout Width of the base slab is kept 0.7 time the total height of the wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As the percentage of steel increases Depth of neutral axis increases Lever arm decreases Depth of neutral axis decreases Lever arm increases Depth of neutral axis increases Lever arm decreases Depth of neutral axis decreases Lever arm increases ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Mid span Every section Quarter span Supports Mid span Every section Quarter span Supports ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 100 cm 50 cm 120 cm 75 cm 100 cm 50 cm 120 cm 75 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/10 (L + 2D/3)² WL/12 (L - D/3)² ANSWER DOWNLOAD EXAMIANS APP
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