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WorksheetsStructural Analysis
Total questions: 20
Worksheet time: 10mins
Deflection Equations method was developed by
Mohr
Bernoulli
Maxwell
Mohr and manderla
While using slope deflection method, in which direction is moment taken as positive?
Clockwise
Anti-clockwise
Depends upon case
Depends upon loading
A and B are fixed supports.
If support B settles by 1mm downward, what is direction of rotation at point A?
+ve
-ve
Can’t say
Depends upon loading at point
A and B are fixed supports.
If support B settles by 1mm downward, what is direction of rotation at point B?
+ve
-ve
Can’t say
Depends upon loading at point
A and B are fixed supports.
If support A settles by 1mm downward, what is direction of rotation at point A?
+ve
-ve
Can’t say
Depends upon loading at point
A and B are fixed supports.
If support A settles by 1mm downward, what is direction of rotation at point B?
+ve
-ve
Can’t say
Depends upon loading at point
If a beam has 4 external supports, then how many parts would it be divided in case of using slope deflection equations?
0
1
2
3
After writing slope deflection equation what is the second step?
Use stress-strain relationship
Use equilibrium equations
Use compatibility equations
Can't Say
Fixed end moment formula for UDL load
WL2/12
WL2/8
WL2/6
WL2/10
In AB span MFAB direction is
clock wise
anticlockwise
both
nothing above
fixed end moment formula for point load
WL2/12
WL/8
WL2/10
WL2/10
sway conditions in frame
unsymmetrical in loading
symmetrical loading
regular geometry
even loading
shear equation for ABCD Frame
HB+HC=0
HB+HC==0
HA+HD+P=0
HA+HC=0
Which of the following methods of structural analysis is a force method?
Slope deflection method
Column analogy method
Moment distribution method
None of the above
Principle of superposition is applicable when
Deflections are linear functions of applied forces
Material obeys Hooke's law
The action of applied forces will be affected by small deformations of the structure
None of the above
The Castigliano's second theorem can be used to compute deflections
In statically determinate structures only
For any type of structure
At the point under the load only
For beams and frames only
