1
GATE CE 2014 Set 1
Numerical
+2
-0
For the cantilever beam of span $$3$$ $$m$$ (shown below), a concentrated load of $$20$$ $$kN$$ applied at the free end causes a vertical displacement of $$2$$ $$mm$$ at a section located at a distance of $$1$$ $$m$$ from the fixed end. If a concentrated vertically downward load of $$10$$ $$kN$$ is applied at the section located at a distance of $$1$$ $$m$$ from the fixed end (with no other load on the beam), the maximum vertical displacement in the same beam (in $$mm$$) is ________ GATE CE 2014 Set 1 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 3 English
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2
GATE CE 2012
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam is subjected to a uniformly distributed load of intensity $$w$$ per unit length. On half of the span from one end. The length of the span and the flexural stiffness are denoted as/and $$EI$$, respectively. The deflection at mid-span of the beam is
A
$${5 \over {6144}}{{w{\ell ^4}} \over {EI}}$$
B
$${5 \over {768}}{{w{\ell ^4}} \over {EI}}$$
C
$${5 \over {384}}{{w{\ell ^4}} \over {EI}}$$
D
$${5 \over {192}}{{w{\ell ^4}} \over {EI}}$$
3
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 5 English

The deflection and slope of the beam at $$'Q'$$ are respectively

A
$${{5W{L^3}} \over {6EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
B
$${{W{L^3}} \over {6EI}}$$ and $${{W{L^2}} \over {2EI}}$$
C
$${{W{L^3}} \over {2EI}}$$ and $${{W{L^2}} \over {EI}}$$
D
$${{W{L^3}} \over {3EI}}$$ and $${{3W{L^2}} \over {2EI}}$$
4
GATE CE 2010
MCQ (Single Correct Answer)
+2
-0.6
In the cantilever beam $$PQR$$ shown in figure below, the segment $$PQ$$ has flexural $$EI$$ and the segment $$QR$$ has infinite flexural rigidity GATE CE 2010 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 4 English

The deflection of the beam at $$' R '$$ is

A
$${{8W{L^3}} \over {EI}}$$
B
$${{5W{L^3}} \over {6EI}}$$
C
$${{7W{L^3}} \over {3EI}}$$
D
$${{8W{L^3}} \over {6EI}}$$
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