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UPPSC AE (CE) Quiz 18

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Question 1

To analyse the beam shown below using moment distribution method, what will be the distribution factors at joint B

Question 2

Carry-over factor at a support/end is defined as

Question 3

The ratio of fixed end moments  due to side sway will be?

Question 4

Ratio of magnitudes of moments in member BC at ends B and C will be? Take  as constant.

Question 5

Find the rotational stiffness factor at joint P for the figure given. Length of each member = L, flexural rigidity = EI.

Question 6

In the slope deflection equation, the deformations are considered to be caused by

Question 7

Which of the following statements are true?
1) Slope deflection method is always used for determinate structures.
2) Slope deflection method is displacement method.
3) Modified slope deflection equation is used when one support is hinged.
4) Superposition cannot be applied in slope deflection equations.

Question 8

The slope deflection equation for part BC of the beam, shown below, is

Question 9

What is the rotation of the member at C for a frame as shown in figure below?

Question 10

The slope deflection equation for member BA of the beam as shown below is.
The joint B settles by amount
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