RCC Structures Design Design of R.C.C. simply supported beams carrying U.D.L. is based on the resultant B.M. at Mid span Quarter span Every section Supports Mid span Quarter span Every section Supports ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is 35 45 30 40 35 45 30 40 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The effective width of a column strip of a flat slab, is One-fourth the width of the panel Radius of the column Half the width of the panel Diameter of the column One-fourth the width of the panel Radius of the column Half the width of the panel Diameter of the column ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The minimum clear cover for R.C.C. columns shall be Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Greater of 25 mm or diameter Smaller of 40 mm or diameter Smaller of 25 mm or diameter Greater of 40 mm or diameter Greater of 25 mm or diameter ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If d is the diameter of a bar, ft is allowable tensile stress and fb, is allowable bond stress, the bond length is given by ft .d/4fb (π/4). (ft .d/fb) (π/4). (ft .d3/fb) π ft .d²/fb ft .d/4fb (π/4). (ft .d/fb) (π/4). (ft .d3/fb) π ft .d²/fb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The neutral axis of a T-beam exists Within the flange At the bottom edge of the slab Below the slab All listed here Within the flange At the bottom edge of the slab Below the slab All listed here ANSWER DOWNLOAD EXAMIANS APP
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