GATE CE 2017 question paper — Paper 1
65 questions · 100 imported marks. Browse the original paper or practise online.
Questions
65
Across all archived sections
Imported marks
100
As recorded in the source
Sections
2
CE · GA
Year
2017
Archive paper 1
01 · START HERE
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02 · PAPER STRUCTURE
What’s inside this paper?
Question counts and marks reflect the imported source, grouped by section.
Civil Engineering
- Questions
- 55
- Imported marks
- 85
General Aptitude
- Questions
- 10
- Imported marks
- 15
03 · QUESTION BROWSER
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Section
Question type
Showing 1–12 of 65 questions
CE · Question 1
Civil Engineering
The matrix P is the inverse of a matrix Q . If I denotes the identity matrix, which one of the following options is correct?
CE · Question 2
Civil Engineering
The number of parameters in the univariate exponential and Gaussian distributions, respectively, are
CE · Question 3
Civil Engineering
Let be a continuous variable defined over the interval , and . The integral is equal to
CE · Question 4
Civil Engineering
An elastic bar of length , uniform cross sectional area , coefficient of thermal expansion , and Young’s modulus is fixed at the two ends. The temperature of the bar is …
CE · Question 5
Civil Engineering
A simply supported beam is subjected to a uniformly distributed load. Which one of the following statements is true?
CE · Question 6
Civil Engineering
According to IS 456 – 2000, which one of the following statements about the depth of neutral axis for a balanced reinforced concrete section is correct?
CE · Question 7
Civil Engineering
The figure shows a two-hinged parabolic arch of span subjected to a uniformly distributed load of intensity per unit length. The maximum bending moment in the arch is eq…
CE · Question 8
Civil Engineering
Group I lists the type of gain or loss of strength in soils. Group II lists the property or process responsible for the loss or gain of strength in soils. Group I P. Reg…
CE · Question 9
Civil Engineering
A soil sample is subjected to a hydrostatic pressure, . The Mohr circle for any point in the soil sample would be
CE · Question 10
Civil Engineering
A strip footing is resting on the ground surface of a pure clay bed having an undrained cohesion . The ultimate bearing capacity of the footing is equal to
CE · Question 11
Civil Engineering
A uniformly distributed line load of 500 kN/m is acting on the ground surface. Based on Boussinesq’s theory, the ratio of vertical stress at a depth 2 m to that at 4 m, …
CE · Question 12
Civil Engineering
For a steady incompressible laminar flow between two infinite parallel stationary plates, the shear stress variation is
04 · CONTINUE PREPARING
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Question text and tags are imported from paper sources and require independent review unless explicitly marked reviewed. For diagrams, equations and official instructions, refer to the original paper viewer.