RCC Structures Design The live load to be considered for an accessible roof, is 150 kg/m² 75 kg/m³ Nil 200 kg/cm² 150 kg/m² 75 kg/m³ Nil 200 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The weight of a foundation is assumed as 12% of wall weight 7% of wall weight 5% of wall weight 10% of wall weight 12% of wall weight 7% of wall weight 5% of wall weight 10% of wall weight ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A flat slab is supported On beams On columns monolithically built with slab On beams and columns On columns On beams On columns monolithically built with slab On beams and columns On columns ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed None of these 41,200 kg 412,000 kg 4,120 kg None of these 41,200 kg 412,000 kg 4,120 kg ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design If Sb, is the average bond stress on a bar of diameter ‘d’ subjected to maximum stress ‘t’, the length of the embedment ‘l’ is given by l = dt/Sb l = dt/2Sb l = dt/3Sb l = dt/4Sb l = dt/Sb l = dt/2Sb l = dt/3Sb l = dt/4Sb ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is 7.6 kg/cm² 21.5 kg/cm² 21.5 kg/cm² 8.3 kg/cm² 7.6 kg/cm² 21.5 kg/cm² 21.5 kg/cm² 8.3 kg/cm² ANSWER DOWNLOAD EXAMIANS APP
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