RCC Structures Design The weight of a foundation is assumed as 12% of wall weight 5% of wall weight 7% of wall weight 10% of wall weight 12% of wall weight 5% of wall weight 7% of wall weight 10% of wall weight 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 175 kg/cm² 100 kg/cm² 250 kg/cm² 49.9 kg/cm² 175 kg/cm² 100 kg/cm² 250 kg/cm² 49.9 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The stem of a cantilever retaining wall which retains earth level with top is 6 m. If the angle of repose and weight of the soil per cubic metre are 30° and 2000 kg respectively, the effective width of the stem at the bottom, is 53.5 54.5 52.5 51.5 53.5 54.5 52.5 51.5 ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design Steel beam theory is used for Doubly reinforced beams ignoring compressive stress in concrete Design of simple steel beams Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress Doubly reinforced beams ignoring compressive stress in concrete Design of simple steel beams Steel beams encased in concrete Beams if shear exceeds 4 times allowable shear stress ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing if shear stress exceeds 5 kg/cm², the nominal stirrups provided are: 12 legged 6 legged 8 legged 10 legged 12 legged 6 legged 8 legged 10 legged ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The live load to be considered for an accessible roof, is 200 kg/cm² Nil 75 kg/m³ 150 kg/m² 200 kg/cm² Nil 75 kg/m³ 150 kg/m² ANSWER DOWNLOAD EXAMIANS APP
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