The pressure at which soil fails in shear is known as
Anonymous Quiz
22%
Safe bearing capacity
6%
Net pressure
13%
Allowable pressure
59%
Ultimate bearing capacity
🎉1
The seasoning of timber reduces its
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2%
Density
8%
Strength
88%
Moisture content
1%
Hardness
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The ratio of shear stress to shear strain within elastic limit is called
Anonymous Quiz
36%
Young’s modulus
12%
Bulk modulus
42%
Modulus of rigidity
10%
Poisson’s ratio
🎉2❤1
A simply supported beam subjected to equal and opposite couples at its ends will experience
Anonymous Quiz
38%
Pure bending
25%
Shear failure
32%
Torsion
5%
Buckling
❤3
The primary purpose of adding air-entraining agents in concrete is to improve
Anonymous Quiz
9%
Compressive strength
6%
Setting time
4%
Density
81%
Resistance to freezing and thawing
❤1
The line joining the optical centre of objective lens and the centre of eyepiece is called
Anonymous Quiz
22%
Axis of telescope
60%
Line of collimation
16%
Line of sight
2%
Horizontal axis
❤2🎉1
The graphical representation of project schedule using horizontal bars is called
Anonymous Quiz
10%
Network diagram
19%
Milestone chart
68%
Gantt chart
3%
Flow chart
❤1
The maximum shear stress theory for failure is also known as
Anonymous Quiz
47%
Rankine’s theory
14%
Guest’s theory
36%
St. Venant’s theory
3%
Haigh’s theory
❤1🎉1
The standard size of modular brick in India (without mortar) is approximately
Anonymous Quiz
81%
190 × 90 × 90 mm
8%
230 × 110 × 75 mm
10%
200 × 100 × 100 mm
1%
180 × 80 × 80 mm
❤1
The constant head permeability test is suitable for
Anonymous Quiz
28%
Clay
15%
Silty soil
55%
Sandy soil
2%
Peat
❤1
The arrangement of bricks in successive courses to tie them together is known as
Anonymous Quiz
34%
Masonry
24%
Jointing
13%
Facing
29%
Bonding
❤2
The design of flexible pavement is primarily based on
Anonymous Quiz
15%
Bending theory
45%
Elastic theory
16%
Plastic theory
24%
Layer theory
The reduced level of a point is calculated with reference to
Anonymous Quiz
11%
Arbitrary point
8%
Change point
78%
Mean sea level
3%
Staff station