Difficulty distribution
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Practice Deflection, Energy Methods and Buckling - Mechanics of Deformable Bodies - Engineering Sciences previous year questions organised from real papers, with year-wise coverage and clear topic navigation.
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How the classified questions are distributed by difficulty.
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| Paper name | Year | Attempt | |
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Engineering Sciences (XE) 20262026 | 2026 |
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Engineering Sciences (XE) 20252025 | 2025 | |
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Engineering Sciences (XE) 20242024 | 2024 | |
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Engineering Sciences (XE) 20232023 | 2023 | |
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Engineering Sciences (XE) 20222022 | 2022 | |
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Engineering Sciences (XE) 20212021 | 2021 | |
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Engineering Sciences (XE) 20202020 | 2020 | |
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Engineering Sciences (XE) 20192019 | 2019 | |
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Engineering Sciences (XE) 20182018 | 2018 | |
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Engineering Sciences (XE) 20172017 | 2017 | |
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Engineering Sciences (XE) 20162016 | 2016 | |
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Engineering Sciences (XE) 20152015 | 2015 | |
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Engineering Sciences (XE) 20142014 | 2014 | |
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Engineering Sciences (XE) 20132013 | 2013 | |
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Engineering Sciences (XE) 20122012 | 2012 | |
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Engineering Sciences (XE) 20112011 | 2011 | |
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Engineering Sciences (XE) 20102010 | 2010 | |
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Engineering Sciences (XE) 20092009 | 2009 | |
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Engineering Sciences (XE) 20082008 | 2008 | |
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Engineering Sciences (XE) 20072007 | 2007 | |
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Practice every matching question in batches of 20, with every available option.


The horizontal displacement at D of the frame shown in figure is (neglect axial strain energy and assume EI to be constant throughout)

The slope and deflection at the free end of a variable cross section cantilever beam subjected to a bending moment at the free end as shown in the figure is


The buckling load of a slender column clamped at both the ends is 4000 N. The column is subjected to an axial compression. During the course of service, one of the ends gets detached from the clamp and becomes free end. The absolute percentage change in the buckling load due to the change in the end condition is
The Euler buckling load for a long slender column with fixed-fixed end conditions is 10000 N. If the end conditions are changed to fixed-free, the Euler buckling load (in N) would be
For the beam shown, if the maximum deflection occurs at a distance x from support P, which one of the following is TRUE?



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