List of top Civil Engineering Questions asked in AP ECET CE

As per IS:456, the columns are designed for a minimum eccentricity of
In an isolated square concrete footing, the critical section for two-way shear occurs at
As per IS:456, in limit state method of design, the maximum compressive strain in axial compression is taken as
Self-weight considered for the design of footing is
Using working stress method for design of RC members, the factor of safety considered for concrete and steel respectively are
In an RCC column, the minimum diameter of longitudinal bar shall not be less than
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
The maximum spacing of 10 mm diameter bars in a reinforced concrete slab of 120 mm effective depth 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 limit state design of concrete structures, the strain distribution assumed is
The force induced in the members of truss due to loading 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
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
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
When the net horizontal force at the base of the dam exceeds the frictional resistance at the base, then the dam fails by
The intensity of active earth pressure on retaining wall at a depth of 4 m with backfill having an angle of shearing resistance of 30º and unit weight of 18 kN/m$^3$ is
The effective length of electric pole of 6.5 m height above the ground level is
A long Column with fixed ends can carry load as compared to one end fixed and the other free is
The ratio of effective length of a column and minimum radius of gyration of its cross-sectional area is known as
A three-member isosceles right-angle triangular truss is hinged at A and roller support at B such that the vertical member AB is perpendicular to the horizontal member AC. If a vertical force of 100 kN is acting at C, the force in the member AC is equal to
If a truss consists of 6 joints and 3 reaction components, then the number of members required for determinate truss is
Compression members always tends to buckle in the direction of
A column whose slenderness ratio is greater than 120 is known as