RCC Structures Design An R.C.C. column is treated as short column if its slenderness ratio is less than 40 56 30 50 40 56 30 50 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A foundation is called shallow if its depth, is Half of its width Three-fourth of its width Equal to its width One-fourth of its width Half of its width Three-fourth of its width Equal to its width One-fourth of its width 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) (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) None of these (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) (Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column) None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken As one sixth of overall height of the wall As one third of the base Equal to heel slab Below ground surface As one sixth of overall height of the wall As one third of the base Equal to heel slab Below ground surface ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If ‘p’ is the net upward pressure on a square footing of side ‘b’ for a square column of side ‘a’, the maximum bending moment is given by M = pb (b + a)/8 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b - a)²/8 M = pb (c - a)/4 M = pb (b + a)/8 M = pb (b + a)/8 M = pb (b - a)²/4 M = pb (b - a)²/8 M = pb (c - a)/4 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A ribbed slab is provided for Acoustic insulation All of these Thermal insulation A plain ceiling Acoustic insulation All of these Thermal insulation A plain ceiling ANSWER DOWNLOAD EXAMIANS APP
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