1
GATE CE 2016 Set 1
MCQ (Single Correct Answer)
+2
-0.6
A $$3$$ $$m$$ long simply supported beam of uniform cross section is subjected to a uniformly distributed load of $$w = 20$$ $$kN/m$$ in the central $$1$$ $$m$$ as shown in the figure. GATE CE 2016 Set 1 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 20 English

If the flexural rrigidity $$(EI)$$ of the beam is $$30 \times {10^6}\,\,N$$ - $${m^2},$$ the maximum slope (expressed in radians) of the deformed beam is

A
$$0.681 \times {10^{ - 7}}$$
B
$$0.943 \times {10^{ - 7}}$$
C
$$4.310 \times {10^{ - 7}}$$
D
$$3.610 \times {10^{ - 4}}$$
2
GATE CE 2015 Set 2
Numerical
+2
-0
A simply supported reinforced concrete beam of length $$10$$ $$m$$ sags while undergoing shrinkage. Assuming a uniform curvature of $$0.004\,\,{m^{ - 1}}$$ along the span, the maximum deflection (in $$m$$) of the beam at mid-span is ________
Your input ____
3
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 6 English
Your input ____
4
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
$${5 \over {192}}{{w{\ell ^4}} \over {EI}}$$
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