RCC Structures Design The maximum ratio of span to depth of a cantilever slab, is 12 10 16 8 12 10 16 8 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 All listed here Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage Its dimensions are not decided from the diagonal tensile stress All listed here Large size of long beams carrying large shear force need not be adopted Removal of cracks in the members due to shrinkage ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists Below the slab All listed here At the bottom edge of the slab Within the flange Below the slab All listed here At the bottom edge of the slab Within the flange ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The modular ratio ‘m’ of a concrete whose permissible compressive stress is ‘C’, may be obtained from the equation. m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C m = 1400/3C m = 700/3C m = 2800/3C m = 3500/3C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design With usual notations the depth of the neutral axis of a balanced section, is given by t/mc = (d - n)/n mc/t = (d - n)/n mc/t = n/(d - n) t/mc = (d + n)/n t/mc = (d - n)/n mc/t = (d - n)/n mc/t = n/(d - n) t/mc = (d + n)/n ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-cast pile generally used, is Octagonal Square Square with corners chamfered Circular Octagonal Square Square with corners chamfered Circular ANSWER DOWNLOAD EXAMIANS APP
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