RCC Structures Design In a simply supported slab, alternate bars are curtailed at 1/5th of the span 1/6th of the span 1/4th of the span 1/7th of the span 1/5th of the span 1/6th of the span 1/4th of the span 1/7th of the span ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design According to I.S. : 456 specifications, the safe diagonal tensile stress for M 150 grade concrete, is 15 kg/cm² 5 kg/cm² 20 kg/cm² 10 kg/cm² 15 kg/cm² 5 kg/cm² 20 kg/cm² 10 kg/cm² 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 Least of the above Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam One-third of the effective span of the T-beam Least of the above Breadth of the rib plus twelve times the thickness of the slab Distance between the centers of T-beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The system in which high tensile alloy steel bars (silica manganese steel) are used as pre-stressing tendons, is known as Freyssinet system Lee-McCall system Magnel-Blaton system C.L. standard system Freyssinet system Lee-McCall system Magnel-Blaton system C.L. standard system ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is (Area of the column A × Safe punching stress)/Load on column A (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) None of these (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (Area of the column A × Safe punching stress)/Load on column A (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) None of these (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) 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/10 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² WL/10 (L - 2D/3)² WL/12 (L - D/3)² WL/10 (L + 2D/3)² WL/12 (L - 2D/3)² ANSWER DOWNLOAD EXAMIANS APP
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