RCC Structures Design Distribution of shear intensity over a rectangular section of a beam, follows: A circular curve A straight line An elliptical curve A parabolic curve A circular curve A straight line An elliptical curve A parabolic curve ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Top bars are extended to the projecting parts of the combined footing of two columns L distance apart for a distance of 0.1 L from the outer edge of column 0.1 L from the centre edge of column Half the distance of projection One-fourth the distance of projection 0.1 L from the outer edge of column 0.1 L from the centre edge of column Half the distance of projection One-fourth the distance of projection ANSWER DOWNLOAD EXAMIANS APP
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 σc(A - Asc) + m σcAsc σcAc + m σcAsc All listed here σc[A + (m - 1)Asc] σc(A - Asc) + m σcAsc σcAc + m σcAsc All listed here σc[A + (m - 1)Asc] ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel bars are generally connected together to get greater length than the standard length by providing Straight bar splice Hooked splice Dowel splice All listed here Straight bar splice Hooked splice Dowel splice All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is 0.696 % 0.496 % 0.596 % 0.796 % 0.696 % 0.496 % 0.596 % 0.796 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is 0.7 0.6 0.9 0.8 0.7 0.6 0.9 0.8 ANSWER DOWNLOAD EXAMIANS APP
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