RCC Structures Design The thickness of the topping of a ribbed slab, varies between 8 cm to 10 cm 3 cm to 5 cm 12 cm to 15 cm 5 cm to 8 cm 8 cm to 10 cm 3 cm to 5 cm 12 cm to 15 cm 5 cm to 8 cm 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 One-fourth the distance of projection 0.1 L from the outer edge of column Half the distance of projection 0.1 L from the centre edge of column One-fourth the distance of projection 0.1 L from the outer edge of column Half the distance of projection 0.1 L from the centre edge of column 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 0.796 % 0.496 % 0.596 % 0.696 % 0.796 % 0.496 % 0.596 % 0.696 % 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 Trapezoidal Rectangular Triangular Square Trapezoidal Rectangular Triangular ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As the percentage of steel increases Lever arm decreases Lever arm increases Depth of neutral axis decreases Depth of neutral axis increases Lever arm decreases Lever arm increases Depth of neutral axis decreases Depth of neutral axis increases ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design For initial estimate for a beam design, the width is assumed 1/25th of span 1/15th of span 1/20th of span 1/30th of span 1/25th of span 1/15th of span 1/20th of span 1/30th of span ANSWER DOWNLOAD EXAMIANS APP
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