1
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
For the linear elastic beam shown in the figure, the flexural rigidity, $$EI$$ is $$781250\,\,kN$$ - $${m^2}.$$ When $$w=10$$ $$kN/m,$$ the vertical reaction $${R_A}$$ at $$A$$ is $$50$$ $$kN.$$ The value of $${R_A}$$ for $$w = 100\,kN/m$$ is GATE CE 2004 Strength of Materials Or Solid Mechanics - Propped Cantilever Beam Question 3 English
A
$$500$$ $$kN$$
B
$$425$$ $$kN$$
C
$$250$$ $$kN$$
D
$$75$$ $$kN$$
2
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
For the plane frame with an overhang as shown below, assuming negligible axial deformation, the degree of static indeterminacy, $$d,$$ and the degree of kinematic indeterminacy, $$k,$$ are GATE CE 2004 Structural Analysis - Indeterminacy Question 2 English
A
$$d=3$$ and $$k=10$$
B
$$d=3$$ and $$k=13$$
C
$$d=9$$ and $$k=10$$
D
$$d=9$$ and $$k=13$$
3
GATE CE 2004
MCQ (Single Correct Answer)
+1
-0.3
A homogeneous, simply supported prismatic beam of width $$B,$$ depth $$D$$ and span $$L$$ is subjected to a concentrated load of magnitude $$P.$$ The load can be placed anywhere along the span of the beam. The maximum flexural stress developed in beam is
A
$${2 \over 3}{{PL} \over {B{D^2}}}$$
B
$${3 \over 4}{{PL} \over {B{D^2}}}$$
C
$${4 \over 3}{{PL} \over {B{D^2}}}$$
D
$${3 \over 2}{{PL} \over {B{D^2}}}$$
4
GATE CE 2004
MCQ (Single Correct Answer)
+2
-0.6
A three hinged parabolic arch $$ABC$$ has a span of $$20$$ $$m$$ and a central rise of $$4$$ $$m.$$ The arch has hinges at the ends and at the center. A train of two point loads of $$20$$ $$kN$$ and $$10$$ $$kN$$, $$5$$ $$m$$ apart, crosses this arch from left to right, with $$20$$ $$kN$$ load leading. The maximum thrust induced at the supports is
A
$$25.00$$ $$kN$$
B
$$28.13$$ $$kN$$
C
$$31.25$$ $$kN$$
D
$$32.81$$ $$kN$$
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