1
GATE CE 2014 Set 1
MCQ (Single Correct Answer)
+1
-0.3
In a beam of length $$L,$$ four possible influence line diagrams for shear force at a section located at a distance of $${L \over 4}$$ from the left end support (marked as $$P,Q,R$$ and $$S$$ ) are shown below. The correct influence line diagram is GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 9 English 1 GATE CE 2014 Set 1 Structural Analysis - Influence Line Diagram Question 9 English 2
A
$$P$$
B
$$Q$$
C
$$R$$
D
$$S$$
2
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
$${3 \over 2}{{PL} \over {B{D^2}}}$$
3
GATE CE 2003
MCQ (Single Correct Answer)
+1
-0.3
Muller Breslau Principle in structural analysis is used for
A
Drawing influence line diagram for any force function
B
Writing virtual work equation
C
Superposition of load effects
D
None of these
4
GATE CE 2000
MCQ (Single Correct Answer)
+1
-0.3
Identify the FALSE statement from the following, pertaining to the methods of structural analysis.
A
Influence lines for stress resultants in beams can be drawn using Muller Breslau's Principle.
B
The Moment Distribution Method is a force method of analysis, not a displacement method.
C
The Principle of Virtual Displacements can be used to establish a condition of equilibrium.
D
The Substitute Frame Method is not applicable to frames subjects to significant side sway.
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Fluid Mechanics and Hydraulic Machines
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