- A. 0
- B. 10
- C. 20
- D. 30
Civil Engineering (MCQs)
Civil Engineering (MCQs)
Civil Engineering (MCQs)
- Theory of Structures
- Structural Analysis
- RCC Structures Design
- Concrete Technology and Design of Concrete Structures
- Design of Masonry Structures
- Design of Steel Structures
- Building Construction
- Building Materials
- Building Maintenance
- Strength of Materials
- Applied Mechanics and Graphic Statics
- Elements of Remote Sensing
- Soil Mechanics and Foundation
- Environmental Engineering
- Hydraulics and Fluid Mechanics
- Irrigation Engineering
- Waste Water Engineering
- Water Supply Engineering
- Airport Engineering
- Docks and Harbor Engineering
- Highway Engineering
- Railway Engineering
- Tunnel Engineering
- Surveying
- Construction Planning and Management
- Engineering Economics
- Estimating and Costing
-
If the storey height is equal to length of RCC wall, the percentage increase in strength is_____.
-
Cube strength of controlled concrete to be used for pretensioned and post-tensioned work respectively should not be less than_____.
- A. 35 MPa and 42 MPa
- B. 42 MPa and 35 MPa
- C. 42 MPa and 53 MPa
- D. 53 MPa and 42 MPa
-
The critical section for finding maximum bending moment for footing under masonry wall is located_____.
- A. at the middle of the wall
- B. at the edge of the wall
- C. halfway between the middle and edge of the wall
- D. at a distance equal to effective depth of footing from the edge of the wall
-
If a beam fails in bond, then its bond strength can be increased most economi-cally by_____.
- A. increasing the depth of beam
- B. using thinner bars but more in number
- C. using thicker bars but less in number
- D. providing vertical stirrups
-
The maximum value of hoop compression in a dome is given by (where, w = load per unit area of surface of dome R = radius of curvature d = thickness of dome)
- A. wR / 4d
- B. wR/2d
- C. wR/d
- D. 2wR/d
-
A beam curved in plan is designed for_____.
- A. bending moment and shear
- B. bending moment and torsion
- C. shear and torsion
- D. bending moment, shear and torsion
-
In the design of a front counterfort in a counterfort retaining wall, the main reinforcement is provided on
i) bottom face near counterfort
ii) top face near counterfort
iii) bottom face near centre of span
iv) top face near centre of span
The correct answer is- A. only (i)
- B. only (ii)
- C. both (i) and (iv)
- D. both (ii) and (iii)
-
The limits of percentage p of the longitudinal reinforcement in a column is given by_____.
- A. 0.15% to 2%
- B. 0.8% to 4%
- C. 0.8% to 6%
- D. 0.8% to 8%
-
The fineness modulus of fine aggregate is in the range of_____.
- A. 2.0 to 3.5
- B. 3.5 to 5.0
- C. 5.0 to 7.0
- D. 6.0 to 8.5
-
Stress strain curve of high tensile steel_____.
- A. has a definite yield point
- B. does not show definite yield point but yield point is defined by 0.1% proof stress
- C. does not show definite yield point but yield point is defined by 0.2% proof stress
- D. does not show definite yield point but yield point is defined by 2% proof stress,