Structural Analysis - II (3150614) MCQs

MCQs of Unit 1 : Statically Indeterminate Structure (Slope Deflection Method)

Showing 11 to 20 out of 31 Questions
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11.
A and B are fixed supports. If support B settles by 1mm downward, what is direction of rotation at point B?
(a) +ve
(b) -ve
(c) Can’t say
(d) Depends upon loading at point A
Answer:

Option (a)

12.
If a beam has 4 external supports, then how many parts would it be divided in case of using slope deflection equations?
(a) 0
(b) 1
(c) 2
(d) 3
Answer:

Option (d)

13.
How many sde (slope deflection equations) are possible if 4 supports are there?
(a) 0
(b) 3
(c) 4
(d) 6
Answer:

Option (d)

14.
What is FEM of point C in beam BC?

 

(a) 7.2
(b) -7.2
(c) 10.8
(d) -10.8
Answer:

Option (c)

15.
What is FEM of point B in beam BC?

 

(a) 7.2
(b) -7.2
(c) 10.8
(d) -10.8
Answer:

Option (b)

16.
What will be the FEM at point A in beam AB?

 

(a) 0
(b) 10
(c) 20
(d) 30
Answer:

Option (a)

17.
What will be the deflection of beam AB?

 

(a) 0
(b) 1/EI
(c) 2/EI
(d) 3/EI
Answer:

Option (a)

18.
What will be the deflection of beam BC?

 

(a) 0
(b) 1/EI
(c) 2/EI
(d) 3/EI
Answer:

Option (a)

19.
What will be the rotation of beam AB at point A?

 

(a) 0.2
(b) -0.2
(c) 0
(d) can’t say
Answer:

Option (c)

20.
What will be the extra condition, which we will get if we conserve moment near joint B?

 

(a) mBA + mCA = 0
(b) mBA + mCB = 0
(c) mBA + mBC = 0
(d) mAB + mBC = 0
Answer:

Option (c)

Showing 11 to 20 out of 31 Questions
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