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ESE CE: Structural Analysis Champion Quiz 5
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Question 1
A beam carries a uniform distributed load throughout its length. In which of the following configuration will the strain energy be maximum?
Question 2
Consider the following statements:
1) The bending stiffness of a beam cannot be determined from the material characteristics and the dimensions of cross-section of the beam.
2) The boundry conditions of a structure are important in sketching its deflected shape qualitatively as well as for computing the displacement quantitavely.
Which of these statements is/are correct?
1) The bending stiffness of a beam cannot be determined from the material characteristics and the dimensions of cross-section of the beam.
2) The boundry conditions of a structure are important in sketching its deflected shape qualitatively as well as for computing the displacement quantitavely.
Which of these statements is/are correct?
Question 3
When a load is applied to a structure with rigid joints
Question 4
By which one of the following methods, an approximate quick solution possible for frames subjected to transverse loads?
Question 5
The propped cantilever AB carries a uniformly distributed load of q/unit length. In this condition the moment reaction MA=.
What is the clockwise moment required at B to make the slope of the deflection curve equal to zero?
What is the clockwise moment required at B to make the slope of the deflection curve equal to zero?
Question 6
A cantiiever truss carries a concentrated load P as shown in the figure below:
What are the magnitudes of axial forces in the member I, II, and III, respectively?
What are the magnitudes of axial forces in the member I, II, and III, respectively?
Question 7
What is the magnitude of the force in the membe BD in the figure given below?
Question 8
What are the magnitude of horizontal and vertical support reactions, respectively at support A of the frame shown below?
Question 9
What is the most appropriate method for analysis of a skeletal plane frame shown in the figure below?
Question 10
What is the shape of influence line diagram for the maximum bending moment in respect of a simply supported beam?
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Nov 3ESE & GATE CE