RCC Structures Design If the permissible compressive stress for a concrete in bending is C kg/m², the modular ratio is 2800/C² 2800/C 2800/3C 2300/2C 2800/C² 2800/C 2800/3C 2300/2C ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If q is the punching shear resistance per unit area a, is the side of a square footing for a column of side b, carrying a weight W including the weight of the footing, the depth (D) of the footing from punching shear consideration, is D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq D = W (a² - b²)/8a²bq D = W (a - b)/4a²bq D = W (a² - b²)/4a²bq D = W (a² - b²)/4abq ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Five times Four times Three times Six times Five times Four times Three times Six times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed None of these 4,120 kg 412,000 kg 41,200 kg None of these 4,120 kg 412,000 kg 41,200 kg ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than 5 mm 4 mm 7 mm 6 mm 5 mm 4 mm 7 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Spacing of stirrups in a rectangular beam, is Kept constant throughout the length Increased at the ends Decreased towards the centre of the beam Increased at the centre of the beam Kept constant throughout the length Increased at the ends Decreased towards the centre of the beam Increased at the centre of the beam ANSWER DOWNLOAD EXAMIANS APP
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