RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum shear force Minimum bending moment Maximum shear force Maximum bending moment Minimum shear force Minimum bending moment Maximum shear force Maximum bending moment ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level All of the listed here Stopped just below the floor level and separate lap bars provided Continued up Bent inward at the floor level ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Lapped splices in tensile reinforcement are generally not used for bars of size larger than 36 mm diameter 30 mm diameter 18 mm diameter 24 mm diameter 36 mm diameter 30 mm diameter 18 mm diameter 24 mm diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is 0.307 L 0.107 L 0.407 L 0.207 L 0.307 L 0.107 L 0.407 L 0.207 L 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 41,200 kg 4,120 kg 412,000 kg None of these 41,200 kg 4,120 kg 412,000 kg None of these ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Side face reinforcement shall be provided in the beam when depth of the web in a beam exceeds 120 cm 75 cm 50 cm 100 cm 120 cm 75 cm 50 cm 100 cm ANSWER DOWNLOAD EXAMIANS APP
EXAMIANS