 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 posttensioned 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 economically 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,