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Previous year question hub

Elasticity - General Aptitude - General Aptitude (GA) Previous Year Questions

Practice Elasticity - General Aptitude - General Aptitude (GA) previous year questions organised from real papers, with year-wise coverage and clear topic navigation.

1Papers
1Years
2Questions
1Topics

Elasticity question pattern

Every graph below is calculated only from this selection.

Questions by year

Year-wise coverage for Elasticity. Each bar uses a separate theme-derived color.

Difficulty distribution

How the classified questions are distributed by difficulty.

Medium 2 100%

Question type distribution

MCQ, numerical, multiple-select and other formats found in these papers.

MCQ 2 100%

Subject weightage

Top subjects by unique question coverage.

General Aptitude (GA)
2 Qs

Most asked topics

Top topics across the included previous year papers.

General Aptitude
2 Qs

Subtopic coverage

Top subtopics inside this exact selection.

Elasticity
2 Qs

Paper coverage

Question coverage for the most populated papers. Every active PYP paper remains listed below.

Civil Engineering (CE) 2015 [Session 2]
2 Qs

Included previous year papers

Newest papers appear first. Sort by year, question coverage or name.

PaperYear / sessionQuestions in this viewOpen
Civil Engineering (CE) 2015 [Session 2]20152View paper

All Elasticity previous year questions

Practice every matching question in batches of 20, with every available option.

1
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Civil Engineering (CE) 2015 [Session 2]
Net ultimate bearing capacity of a footing embedded in a clay stratum
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2
2015 · General Aptitude (GA) · General Aptitude · Elasticity
Civil Engineering (CE) 2015 [Session 2]
In a system, two connected rigid bars \(AC\) and \(BC\) are of identical length, \(L\) with pin supports at \(A\) and \(B\). The bars are interconnected at \(C\) by a frictionless hinge. The rotation of the hinge is restrained by a rotational spring of stiffness, \(k\). The system initially assumes a straight line configuration, \(ACB\). Assuming both the bars as weightless, the rotation at supports, \(A\) and \(B\), due to a transverse load, \(P\) applied at \(C\) is:
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