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1
GATE CE 1993
MCQ (Single Correct Answer)
+2
-0.6
A simply supported beam of span length $$L$$ and flexural stiffness $$EI$$ has another spring support at the center span of stiffness $$K$$ as shown in fig. The central deflection of the beam due to a central concentrated load of $$P$$ would be GATE CE 1993 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 18 English
A
$$\left( {P{L^3}/48EI} \right) + \left( {P/K} \right)$$ v
B
$$P/\left( {\left( {48EI/{L^3}} \right) - K} \right)$$
C
$$\left( {P{L^3}/48EI} \right) - \left( {P/K} \right)$$
D
$$P/\left( {\left( {48EI/{L^3}} \right) + K} \right)$$
2
GATE CE 1992
MCQ (Single Correct Answer)
+2
-0.6
A cantilever beam of span, $$'L'$$ is subjected to a downward load of $$800$$ $$kN$$ uniformly distributed over its length and a concentrated upward load $$P$$ at its free end. For vertical displacement to be zero at the free end, the value of $$P$$ is:
A
$$300$$ $$kN$$
B
$$500$$ $$kN$$
C
$$800$$ $$kN$$
D
$$1,000$$ $$kN$$
3
GATE CE 1990
MCQ (Single Correct Answer)
+2
-0.6
Two elastic rods $$AB$$ and $$BC$$ are hinged at $$B$$. The joint $$A$$ is a hinged one, joint $$C$$ is over a roller and the joint $$B$$ is supported on a spring having its stiffness as $$K.$$ GATE CE 1990 Strength of Materials Or Solid Mechanics - Deflection of Beams Question 19 English

A load $$P$$ acts at mid-point of the rod $$BC$$. The downward deflection of joint $$B$$ is:

A
$$P/K$$
B
$$2P/K$$
C
$$P/2K$$
D
$$0$$
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Engineering Mechanics
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Centroid and Moment of Inertia Torsion Pure Bending Shear Stress In Beams Strain Energy Method Columns and Struts Complex Stress Deflection of Beams Thin Cylinder Simple Stresses Shear Force and Bending Moment Propped Cantilever Beam
Structural Analysis
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Construction Material and Management
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Steel Structures
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Geotechnical Engineering
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