RCC Structures Design The shear reinforcement in R.C.C. is provided to resist Horizontal shear Diagonal compression Diagonal tension Vertical shear Horizontal shear Diagonal compression Diagonal tension Vertical shear ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The spacing of transverse reinforcement of column is decided by the following consideration. Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column All listed here Sixteen times the diameter of the smallest longitudinal reinforcing rods in the column Forty-eight times the diameter of transverse reinforcement The least lateral dimension of the column All listed here 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 Triangular load + load from the roof UDL of wall Triangular load of the wall UDL of wall + load from the roof Triangular load + load from the roof UDL of wall Triangular load of the wall UDL of wall + load from the roof ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design A part of the slab may be considered as the flange of the T-beam if It is built integrally with the beam It is effectively bonded together with the beam All of the listed here Flange has adequate reinforcement transverse to beam It is built integrally with the beam It is effectively bonded together with the beam All of the listed here Flange has adequate reinforcement transverse to beam ANSWER DOWNLOAD EXAMIANS APP
RCC Structures Design The thickness of the topping of a ribbed slab, varies between 12 cm to 15 cm 3 cm to 5 cm 8 cm to 10 cm 5 cm to 8 cm 12 cm to 15 cm 3 cm to 5 cm 8 cm to 10 cm 5 cm to 8 cm 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 17 cm² 14 cm² 15 cm² 16 cm² 17 cm² 14 cm² 15 cm² 16 cm² ANSWER DOWNLOAD EXAMIANS APP
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