Curioustab
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
Aptitude
General Knowledge
Verbal Reasoning
Computer Science
Interview
RCC Structures Design Questions
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at
The diameter of longitudinal bars of a column should never be less than
The effective width of a column strip of a flat slab, is
Dimensions of a beam need be changed if the shear stress is more than
The effective span of a simply supported slab, is
The minimum number of main steel bars provided in R.C.C.
If a bent tendon is required to balance a concentrated load W at the centre of the span L, the central dip h must be at least
If T and R are tread and rise respectively of a stair, then
Pick up the incorrect statement from the following:
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is
If W is the load on a circular slab of radius R, the maximum circumferential moment at the centre of the slab, is
As per I.S. 456 - 1978, the pH value of water shall be
The percentage of minimum reinforcement of the gross sectional area in slabs, is
To have pressure wholly compressive under the base of a retaining wall of width b, the resultant of the weight of the wall and the pressure exerted by the retained, earth should have eccentricity not more than
In a prestressed beam carrying an external load W with a bent tendon is having angle of inclination θ and prestressed load P. The net downward load at the centre is
Pick up the correct statement from the following:
The maximum area of tension reinforcement in beams shall not exceed
If d and n are the effective depth and depth of the neutral axis respectively of a singly reinforced beam, the lever arm of the beam, is
The reinforced concrete beam which has width 25 cm, lever arm 40 cm, shear force 6t/cm2, safe shear stress 5 kg/cm2 and B.M. 24 mt,
If R and T are rise and tread of a stair spanning horizontally, the steps are supported by a wall on one side and by a stringer beam on the other side, the steps are designed as beams of width
1
2
3
4
5
6
7
8
9
10
11
12
13