RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.9 0.7 0.6 0.8 0.9 0.7 0.6 0.8 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Vertical shear Horizontal shear Diagonal compression Diagonal tension Vertical shear Horizontal shear Diagonal compression Diagonal tension ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Minimum spacing between horizontal parallel reinforcement of the same size should not be less than One diameter 3 diameters 3.5 diameters 2.5 diameters One diameter 3 diameters 3.5 diameters 2.5 diameters ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a simply supported slab, alternate bars are curtailed at 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 1/5th of the span 1/6th of the span 1/4th of the span 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 Every section Quarter span Mid span Supports Every section Quarter span Mid span Supports ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is None of these (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (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 None of these (Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column) (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 ANSWER DOWNLOAD EXAMIANS APP
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