Civil Engineering
GATE CE purpose:exam-prep PYQs
Build your understanding with focused practice from past exam papers.
Questions 291–300 of 1300. Imported answers require independent review unless marked reviewed.
Question 16
Open questionCE-1MCQ1 markNeeds review
Consider the statements P and Q.
P: Client’s Preliminary Estimate is used for budgeting costs toward the end of planning and design phase.
Q: Client’s Detailed Estimate is used for controlling costs during the execution of the project.
Which one of the following options is CORRECT?
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Open questionCE2MCQ1 markNeeds review
A 3 m long, horizontal, rigid, uniform beam PQ has negligible mass. The beam is subjected to a 3 kN concentrated vertical downward force at 1 m from P, as shown in the figure. The beam is resting on vertical linear spring at the ends P and Q. For the spring at the end P, the spring constant
kN/m.
If the beam DOES NOT rotate under the application of the force and displaces only vertically, the value of the spring constant
(in kN/m) for the spring at the end Q isYour answerChoose one option.
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Open questionCE-1MCQ1 markNeeds review
The following figure shows the arrangement of formwork for cast a cantilever RC beam.

The correct sequence of removing the Shores/Props is
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Open questionCE2MCQ1 markNeeds review
Consider the statements P and Q.
P: In a Pure project organization, the project manager maintains complete authority and has maximum control over the project.
Q: A Matrix organization structure facilitates quick response to changes, conflicts, and project needs.
Which one of the following options is CORRECT?
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Open questionCE-1MCQ1 markNeeds review
A 2 m wide strip footing is found at a depth of 1.5 m below the ground level in a homogenous pure clay bed. The clay bed has unit cohesion of 40 kPa. Due to seasonal fluctuations of water table from peak summer to peak monsoon period, the net ultimate bearing capacity of the footing, as per Terzaghi’s theory, will
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Open questionCE2MCQ1 markNeeds review
For a thin-walled section shown in the figure, points P, Q, and R are located on the major bending axis X − X of the section. Point Q is located on the web whereas point S is located at the intersection of the web and the top flange.

Qualitatively, the shear center of the section lies at
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Open questionCE-1MCQ1 markNeeds review
Consider the statements P and Q.
P: Soil particles formed by mechanical weathering, and close to their origin are generally unrounded.
Q: Activity of the clay physically signifies its swell potential.
Which one of the following options is CORRECT?
Your answerChoose one option.
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Open questionCE2MCQ1 markNeeds review
Consider the following data for a project of 300 days duration.
Budgeted Cost of Work Scheduled (BCWS) = Rs. 200
Budgeted Cost of Work Performed (BCP) = Rs. 150
Actual Cost of Work Performed (ACWP) = Rs. 190
The ‘schedule variance’ for the project is
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Open questionce-1MCQ1 markNeeds review
The number of degrees of freedom for a natural open channel flow with a mobile bed is
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Open questionCE2MCQ1 markNeeds review
A simply supported, uniformly loaded, two-way slab panel is torsionally unrestrained. The effective span lengths along the short span (x) and long span (y) directions of the panel are
and
, respectively. The design moments for the reinforcements along the x and y directions are
and
, respectively. By using Rankine-Grashof method, the ratio
is proportional toYour answerChoose one option.
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