RCC Design Test...

A two way RC slab is provided with steel of total area 1500 mm² in the shorter direction. If the slab corners with both the edges discontinuous are restrained, the torsional reinforcement required at the corner in each layer is (in mm² up to 2 decimal places) ______

A beam is subjected to factored shear force of 50 kN, Factored Bending Moment of 100 kN-m and Factored Torsional Moment of 150 KN-m. Find the equivalent factored shear force (KN) developed for this beam as per as IS 456 : 2000 Take width of the Beam as 300 mm.

A RCC member of total width 250 mm and effective depth 450 mm is reinforced with Fe 415 bars. If there is a factored shear force of 200 kN and bending moment of 50 kN-m and there is compression confinement the maximum diameter of bars required considering anchorage as 400 mm is

Consider M20, τ_bd = 1.2 MPa (for Fe 415 bar)

A simply supported one-way slab of effective depth 400 mm is required to resist the ultimate moment of 37 kN-m/m, if 10 mm diameter main bar is used in the slab, the spacing of the main bar required will be?

The total width of a one-way slab made of RC is 2000 mm and the thickness is 200 mm with an effective cover of 20 mm. It is reinforced with mild steel. The maximum dia of the reinforcing bars and the minimum steel requirement in either direction of the slab is

The following assumptions are made considering the analysis of a two-way slab using the yield line method:

P) The reinforcement steel undergoes plastic deformation at failure along the yield line.

Q) The slab separates into segments and each segment behaves plastically.

R) The bending and twisting moment are uniformly distributed along a yield line.