RCC Structures Design The design of heel slab of a retaining wall is based on the maximum bending moment due to: All listed here Load of the surcharge, if any Its own weight Weight of the soil above it All listed here Load of the surcharge, if any Its own weight Weight of the soil above it ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is 60° 45° None of these 30° 60° 45° None of these 30° ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If P kg/m² is the upward pressure on the slab of a plain concrete footing whose projection on either side of the wall is a cm, the depth of foundation D is given by D = 0.00775 aP D = 0.0775 aP D = 0.07775 aP D = 0.775 Pa D = 0.00775 aP D = 0.0775 aP D = 0.07775 aP D = 0.775 Pa ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If a rectangular pre-stressed beam of an effective span of 5 meters and carrying a total load 3840 kg/m, is designed by the load balancing method, the central dip of the parabolic tendon should be 5 cm 20 cm 10 cm 15 cm 5 cm 20 cm 10 cm 15 cm 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 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 Is safe in shear Needs revision of section ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design As the percentage of steel increases Lever arm decreases Depth of neutral axis decreases Depth of neutral axis increases Lever arm increases Lever arm decreases Depth of neutral axis decreases Depth of neutral axis increases Lever arm increases ANSWER DOWNLOAD EXAMIANS APP
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