1
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+2
-0.6
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:
A
$${{PL} \over {4k}}$$
B
$${{PL} \over {2k}}$$
C
$${{P} \over {4k}}$$
D
$${{Pk} \over {4L}}$$
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 2015 Set 2
MCQ (Single Correct Answer)
+1
-0.3
For the plane stress situation shown in the figure, the maximum shear stress and the plane on which it acts are: GATE CE 2015 Set 2 Strength of Materials Or Solid Mechanics - Complex Stress Question 15 English
A
$$-50$$ $$MPa$$, on a plane $${45^ \circ }$$ clockwise $$w.r.t.x$$-axis
B
$$-50$$ $$MPa$$, on a plane $${45^ \circ }$$ anti-clockwise $$w.r.t.x$$-axis
C
$$50$$ $$MPa$$, at all orientations
D
zero, at all orientations
4
GATE CE 2015 Set 2
MCQ (Single Correct Answer)
+1
-0.3
A guided support as shown in the figure below is represented by three springs (horizontal, vertical and rotational) with stiffness $${k_x},\,\,{k_y}$$ and $${k_\theta }$$ respectively. The limiting values of $${k_x},\,\,{k_y}$$ and $${k_\theta }$$ are : GATE CE 2015 Set 2 Structural Analysis - Matrix Method Question 1 English
A
$$\infty ,0,\infty $$
B
$$\infty ,\infty ,\infty $$
C
$$0,\infty ,\infty $$
D
$$\infty ,\infty ,0$$
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