RCC Structures Design Total pressure on the vertical face of a retaining wall of height h acts parallel to free surface and from the base at a distance of h/2 2h/3 h/4 h/3 h/2 2h/3 h/4 h/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The amount of reinforcement for main bars in a slab, is based upon Minimum shear force Maximum bending moment Minimum bending moment Maximum shear force Minimum shear force Maximum bending moment Minimum bending moment Maximum shear force 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 50 cm 120 cm 75 cm 100 cm 50 cm 120 cm 75 cm 100 cm 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 40 45 30 35 40 45 30 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by Grashoff formula Rankine formula Rankine Grashoff formula Marcus formula Grashoff formula Rankine formula Rankine Grashoff formula Marcus formula ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam Is safe in shear Needs revision of section Is safe with stirrups and inclined bars Is safe with stirrups Is safe in shear Needs revision of section Is safe with stirrups and inclined bars Is safe with stirrups ANSWER DOWNLOAD EXAMIANS APP
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