RCC Structures Design The weight of a foundation is assumed as 7% of wall weight 12% of wall weight 5% of wall weight 10% of wall weight 7% of wall weight 12% of wall weight 5% of wall weight 10% of wall weight 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) ⅔h [(p₁ + p₂)/4] h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h (p₁ - p₂) ⅔h [(p₁ + p₂)/4] h [(p₁ - p₂)/2] h [(p₁ + p₂)/2] h ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The diameter of longitudinal bars of a column should never be less than 12 mm 10 mm 8 mm 6 mm 12 mm 10 mm 8 mm 6 mm ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The length of the straight portion of a bar beyond the end of the hook, should be at least Seven times the diameter Twice the diameter Thrice the diameter Four times the diameter Seven times the diameter Twice the diameter Thrice the diameter Four times the diameter 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 Is safe with stirrups and inclined bars Is safe in shear Needs revision of section Is safe with stirrups Is safe with stirrups and inclined bars ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is 49.9 kg/cm² 175 kg/cm² 250 kg/cm² 100 kg/cm² 49.9 kg/cm² 175 kg/cm² 250 kg/cm² 100 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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