Civil Engineering - UPSC Civil Service Exam Questions
Exercise : UPSC Civil Service Exam Questions - Section 21
- 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
41.
A shaft turns at 150 rpm under a torque of 1500 Nm. Power transmitted is
42.
Consider the following factors :
1. Initial prestress
2. Losses in prestress
3. Depth of cable from extreme compression fibre.
Those which affect the ultimate moment capacity of a prestressed concrete beam would include
1. Initial prestress
2. Losses in prestress
3. Depth of cable from extreme compression fibre.
Those which affect the ultimate moment capacity of a prestressed concrete beam would include
43.
If the stream function is ψ = 2 xy, then the velocity at a point (1, 2) is equal to
44.
The cantilever frame shown in the given figure is supported by vertical links at B and C and carries loads as shown. The force in the bar AE is


45.
Two piles, one a bored cast-in-situ pile and another a precast driven pile, both of same length and diameter are constructed in a loose sand deposit. If the bearing capacity of the bored pile is Q1, and that of the precast driven pile is Q2, then which of the following is correct ?
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