RCC Structures Design The pitch of the main bars in a simply supported slab, should not exceed its effective depth by Six times Four times Three times Five times Six times Four times Three times Five times ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus UDL of wall + load from the roof Triangular load + load from the roof Triangular load of the wall UDL of wall UDL of wall + load from the roof Triangular load + load from the roof Triangular load of the wall UDL of wall ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is 0.15 % 0.18 % 0.12 % 0.10 % 0.15 % 0.18 % 0.12 % 0.10 % ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis Remains below the slab None of these Remains within the flange Coincides the geometrical centre of the beam Remains below the slab None of these Remains within the flange Coincides the geometrical centre of the beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A simply supported beam 6 m long and of effective depth 50 cm, carries a uniformly distributed load 2400 kg/m including its self weight. If the lever arm factor is 0.85 and permissible tensile stress of steel is 1400 kg/cm², the area of steel required, is 15 cm² 14 cm² 16 cm² 17 cm² 15 cm² 14 cm² 16 cm² 17 cm² ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design In a combined footing for two columns carrying unequal loads, the maximum hogging bending moment occurs at A point of zero shear force More loaded column Less loaded column A point of the maximum shear force A point of zero shear force More loaded column Less loaded column A point of the maximum shear force ANSWER DOWNLOAD EXAMIANS APP
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