List of top Civil Engineering Questions on RCC Design asked in AP ECET CE

The minimum diameter of longitudinal bar in a column is
The stress level in concrete in limit state method when compared to working stress method is
The effective length of unsupported length of column L when effectively held in position at both ends and restrained against rotation at one end is
The anchorage value for a bar of 20 mm diameter bent into an angle of 90º is
The width of a foot bridge slab is 3 m width with central supporting beam of 250 mm $\times$ 600 mm size and 6 m length. The effective width of flange is
Using working stress method for design of RC members, the factor of safety considered for concrete and steel respectively are
As per IS:456, in limit state method of design, the maximum compressive strain in axial compression is taken as
In an RCC column, the minimum diameter of longitudinal bar shall not be less than
In an isolated square concrete footing, the critical section for two-way shear occurs at
As per IS:456, the columns are designed for a minimum eccentricity of
Self-weight considered for the design of footing is
In limit state design of concrete structures, the strain distribution assumed is
The maximum spacing of 10 mm diameter bars in a reinforced concrete slab of 120 mm effective depth is
In a reinforced concrete beam, the maximum spacing of vertical shear reinforcement measured along the axis shall not exceed
According to IS:456, the stress strain curve for concrete in limit state method of design is
For a cantilever slab of 1.4 m span, the minimum thickness required from serviceability criteria is
The minimum tension reinforcement required for a rectangular beam of width 250 mm and effective depth 400 mm using Fe 500 grade steel reinforcement is
In a reinforced concrete beam, if the stress in steel reinforcement attains its yield stress before the concrete fails due to crushing, the beam is said to be
In limit state method of design, if $x_u$ is the depth of the neutral axis, then the distance of centroid of the compressive force from the extreme compression fibre is
The characteristic compressive strength of concrete at 28 days is 25 N/mm$^2$ and the standard deviation is 4.0 N/mm$^2$. The target strength for concrete mix at 28 days is