RCC Structures Design To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than b/6 b/5 b/4 b/3 b/6 b/5 b/4 b/3 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is WL/2P WL/P WL/3P WL/4P WL/2P WL/P WL/3P WL/4P ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength 200 kg/cm² 100 kg/cm² 300 kg/cm² 400 kg/cm² 200 kg/cm² 100 kg/cm² 300 kg/cm² 400 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h [(p₁ + p₂)/4] h (p₁ - p₂) ⅔h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept 4.7 m 4.5 m 4.0 m 4.1 m 4.7 m 4.5 m 4.0 m 4.1 m ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In the zone of R.C.C. beam where shear stress is less than 5 kg/cm², nominal reinforcement is provided at a pitch of One-half lever arm of the section One-third lever arm of the section Lever arm of the section One and half lever arm of the section One-half lever arm of the section One-third lever arm of the section Lever arm of the section One and half lever arm of the section ANSWER DOWNLOAD EXAMIANS APP
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