RCC Structures Design If the modular ratio is ‘m’, steel ratio is ‘r’ and overall depth of a beam is ‘d’, the depth of the critical neutral axis of the beam, is [m/(m + r)] d [m/(m - r)] d [(r - m)/m] d [(m + r)/m] d [m/(m + r)] d [m/(m - r)] d [(r - m)/m] d [(m + r)/m] d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed concrete member is preferred because Its dimensions are not decided from the diagonal tensile stress Removal of cracks in the members due to shrinkage Large size of long beams carrying large shear force need not be adopted All listed here Its dimensions are not decided from the diagonal tensile stress Removal of cracks in the members due to shrinkage Large size of long beams carrying large shear force need not be adopted All listed here ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If diameter of a reinforcement bar is d, the anchorage value of the hook is 8d 16d 12d 4d 8d 16d 12d 4d ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an inaccessible roof, is 150 kg/cm² 75 kg/m² Nil 200 kg/m² 150 kg/cm² 75 kg/m² Nil 200 kg/m² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 6 m effective span is 10 kg/cm², the share stirrups are provided for a distance ‘x’ from either end where, ‘x’ is 150 cm 200 cm 50 cm 100 cm 150 cm 200 cm 50 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is: (C - 1) mf - eE (1 - C) mf + eE (C - 1) mf + eE (1 - C) mf - eE (C - 1) mf - eE (1 - C) mf + eE (C - 1) mf + eE (1 - C) mf - eE ANSWER DOWNLOAD EXAMIANS APP
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