Civil Engineering - UPSC Civil Service Exam Questions
Exercise : UPSC Civil Service Exam Questions - Section 13
- UPSC Civil Service Exam Questions - Section 14
- UPSC Civil Service Exam Questions - Section 27
- UPSC Civil Service Exam Questions - Section 26
- UPSC Civil Service Exam Questions - Section 25
- UPSC Civil Service Exam Questions - Section 24
- UPSC Civil Service Exam Questions - Section 23
- UPSC Civil Service Exam Questions - Section 22
- UPSC Civil Service Exam Questions - Section 21
- UPSC Civil Service Exam Questions - Section 20
- UPSC Civil Service Exam Questions - Section 19
- UPSC Civil Service Exam Questions - Section 18
- UPSC Civil Service Exam Questions - Section 17
- UPSC Civil Service Exam Questions - Section 16
- UPSC Civil Service Exam Questions - Section 15
- UPSC Civil Service Exam Questions - Section 1
- UPSC Civil Service Exam Questions - Section 13
- UPSC Civil Service Exam Questions - Section 12
- UPSC Civil Service Exam Questions - Section 11
- UPSC Civil Service Exam Questions - Section 10
- UPSC Civil Service Exam Questions - Section 9
- UPSC Civil Service Exam Questions - Section 8
- UPSC Civil Service Exam Questions - Section 7
- UPSC Civil Service Exam Questions - Section 6
- UPSC Civil Service Exam Questions - Section 5
- UPSC Civil Service Exam Questions - Section 4
- UPSC Civil Service Exam Questions - Section 3
- UPSC Civil Service Exam Questions - Section 2
6.
Given that,
t = thickness of the plates,
b = width of the plates,
d = diameter of the rivets,
n = number of rivets in a line,
σt = permissible tensile stress.
The tearing strength of the joint is given by
t = thickness of the plates,
b = width of the plates,
d = diameter of the rivets,
n = number of rivets in a line,
σt = permissible tensile stress.
The tearing strength of the joint is given by
7.
Consider the following statements pertaining to a pile group and a single pile at failure :
1. In loose and medium dense sands, the failure load per pile in a group will generally be greater than the failure load for a single pile.
2. In cohesive soils, the failure load per pile in a group will be greater than failure load for a single pile.
3. For piles driven in dense sands, the failure load per pile in a group is greater than the failure load for a single pile.
4. When the pile spacing is greater than 10 times the pile diameter, the failure loads per pile in a group and forly same in both sands and clays.
Of these statements :
1. In loose and medium dense sands, the failure load per pile in a group will generally be greater than the failure load for a single pile.
2. In cohesive soils, the failure load per pile in a group will be greater than failure load for a single pile.
3. For piles driven in dense sands, the failure load per pile in a group is greater than the failure load for a single pile.
4. When the pile spacing is greater than 10 times the pile diameter, the failure loads per pile in a group and forly same in both sands and clays.
Of these statements :
8.
A surge tank is provided in a hydropower scheme to
9.
If the settlement of a single pile in sand is denoted by S and that of a group of N identical piles (each pile carrying the same load) by Sg, then the ratio Sg/S will
10.
For the analysis of flow in a water distribution network, the site engineers prefer the following head loss equation :
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