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.

CE

Civil Engineering

Questions
55
Imported marks
85
GA

General Aptitude

Questions
10
Imported marks
15

03 · QUESTION BROWSER

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Section

Question type

Showing 1–12 of 65 questions

MCQ1 mark

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?

MCQ1 mark

CE · Question 2

Civil Engineering

The number of parameters in the univariate exponential and Gaussian distributions, respectively, are

MCQ1 mark

CE · Question 3

Civil Engineering

Let be a continuous variable defined over the interval , and . The integral is equal to

MCQ1 mark

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 …

MCQ1 mark

CE · Question 5

Civil Engineering

A simply supported beam is subjected to a uniformly distributed load. Which one of the following statements is true?

MCQ1 mark

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?

MCQ1 mark

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…

MCQ1 mark

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…

MCQ1 mark

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

MCQ1 mark

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

MCQ1 mark

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, …

MCQ1 mark

CE · Question 12

Civil Engineering

For a steady incompressible laminar flow between two infinite parallel stationary plates, the shear stress variation is

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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.