RCC Structures Design The effective width of a column strip of a flat slab, is One-fourth the width of the panel Half the width of the panel Radius of the column Diameter of the column One-fourth the width of the panel Half the width of the panel Radius of the column Diameter of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An under-reinforced section means Steel provided is insufficient Steel is provided at the underside only Steel will yield first Steel provided on one face only Steel provided is insufficient Steel is provided at the underside only Steel will yield first Steel provided on one face only ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Needs revision of section Is safe in shear Is safe with stirrups Is safe with stirrups and inclined bars Needs revision of section Is safe in shear Is safe with stirrups Is safe with stirrups and inclined bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the width of the foundation for two equal columns is restricted, the shape of the footing generally adopted, is Square Triangular Trapezoidal Rectangular Square Triangular Trapezoidal Rectangular ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a doubly-reinforced beam if ‘c’ and ‘t’ are stresses in concrete and tension reinforcement, ‘d’ is the effective depth and ‘n’ is depth of critical neutral axis, the following relationship holds good mc/t = (d - n)/t (t + c)/n = (d + n)/n mc/t = n/(d - n) (m + c)/t = n/(d + n) mc/t = (d - n)/t (t + c)/n = (d + n)/n mc/t = n/(d - n) (m + c)/t = n/(d + n) ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The toe projection of foundation slabs is taken Below ground surface Equal to heel slab As one sixth of overall height of the wall As one third of the base Below ground surface Equal to heel slab As one sixth of overall height of the wall As one third of the base ANSWER DOWNLOAD EXAMIANS APP
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