RCC Structures Design If Ac, Asc and A are areas of concrete, longitudinal steel and section of a R.C.C. column and m and σc are the modular ratio and maximum stress in the configuration of concrete, the strength of column is All listed here σc[A + (m - 1)Asc] σc(A - Asc) + m σcAsc σcAc + m σcAsc All listed here σc[A + (m - 1)Asc] σc(A - Asc) + m σcAsc σcAc + m σcAsc ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The advantage of a concrete pile over a timber pile, is All of these No restriction on length Higher bearing capacity No decay due to termites All of these No restriction on length Higher bearing capacity No decay due to termites ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If T and R are the tread and rise of a stair which carries a load w per square metre on slope, the corresponding load per square metre of the horizontal area, is w (R/T) w (R + T)/T w √(R + T)/T w √(R² + T²)/T w (R/T) w (R + T)/T w √(R + T)/T w √(R² + T²)/T ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The number of treads in a flight is equal to Risers plus one None of these Risers minus one Risers in the flight Risers plus one None of these Risers minus one Risers in the flight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Though the effective depth of a T-beam is the distance between the top compression edge to the centre of the tensile reinforcement, for heavy loads, it is taken as 1/16th of the span 1/10th of the span 1/8th of the span 1/12th of the span 1/16th of the span 1/10th of the span 1/8th of the span 1/12th of the span 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
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