**Q. 1. Ratio of stiffness of member to the total stiffness of the joint is known as**

A : Carry Over Factor

B : Stiffness Factor

C : Distribution Factor

D : Fixed End Moment

Distribution Factor

**Q. 2. Moment distribution method is also known as**

A : Hardy Cross method

B : Macauly’s Method

C : Mohrâ€™s Theorems method

D : Kennedyâ€™s theory

Hardy Cross method

**Q. 3. A three span continous beam ABCD loaded with udl of 100kN/m on each
span.Support A is fixed support and support D is hinged support. The degree of
kinematic indeterminancy of this beam is**

A : 0

B : 1

C : 2

D : 3

3

**Q. 4. In Flexibility Matrix, elemnt ‘F21’ represent**

A : displacement at coordinate 1 due to unit force at coordinate 2

B : displacement at coordinate 2 due to unit force at coordinate 1

C : force at coordinate 1 due to unit displacement at coordinate 2

D : force at coordinate 2 due to unit displacement at coordinate 1

displacement at coordinate 2 due to unit force at coordinate 1

**Q. 5. The ratio of moment of interia to the length of the beam called as**

A : Carry Over Factor

B : Stiffness Factor

C : Distribution Factor

D : Fixed End Moment

Stiffness Factor

**Q. 6. Stiffnes coeifficeint Sij means**

A : force at coordinate ‘j’ due to unit displacemnet at coordinate ‘i’

B : displacement at coordinate ‘j’ due to unit force at coordinate ‘i’

C : displacement at coordinate ‘i’ due to unit force at coordinate ‘j’

D : force at coordinate ‘i’ due to unit displacemnet at coordinate ‘j’

force at coordinate ‘i’ due to unit displacemnet at coordinate ‘j’

**Q.7. Continuous Beamwithtwospanshavingbothexternal supports
hinged. What is the degree of kinematic indeterminancy?**

A : 3

B : 2

C : 0

D : 1

3

**Q. 8. Flexibility matrix is a**

A : Rectangular matrix

B : Null matrix

C : Square anti-symmetric matrix

D : Square symmetric matrix

Square symmetric matrix

**Q. 9. The carryover factor in a prismatic member whose far end is simply
supported**

A : 0

B : 0.5

C : 0.75

D : 1

0

**Q. 10. If the joint equilibrium equations are inadequate for unknown joint
displacement , then which equation is developed ?**

A : Flexural equation

B : Torsional equation

C : shear equilibrium equation

D : Compatibility equation

shear equilibrium equation

**Q. 11. Finding the displacement of the released structure in the direction of
redundant by applying a unit load in the direction of redundant is called as**

A : Flexibility coefficient

B : Stiffness oefficient

C : Unit load

D : Unit force

Flexibility coefficient

**Q. 12. In a Continuous Beam, support A is fixed support, slope & deflection
at support ‘A’ is**

A : Zero

B : Maximum

C : Minimum

D : Can’t say

Zero

**Q. 13. Continuous Beam withtwospans having one external supportfixed
and second external support hinged. What is the degree of kinematic
indeterminancy?**

A : 3

B : 2

C : 0

D : 1

2

**Q. 14. In Slope Deflection Method, the primary unknowns are**

A : Support Reactions

B : Displacements

C : SFD

D : BMD

Displacements

**Q. 15. In a member , the number of non zero joint displacement is called as**

A : External indeterminacy

B : Kinematic indeterminacy

C : Internal indeterminacy

D : Static indeterminacy

Kinematic indeterminacy

**Q. 16. Which of the following methods of structural analysis is not
‘Displacement Method’**

A : Moment Distribution Method

B : Slope Displacement Method

C : Flexibility Matrix Method

D : Stiffness Matrix Method

Flexibility Matrix Method

**Q. 17. The carryover factor in a prismatic member whose far end is
over hanging**

A : 0

B : 0.5

C : 0.75

D : 1

0

**Q. 18. Force required to produce unit displacement is called as**

A : Stiffness

B : Flexibility

C : Rigidity

D : Stress

Stiffness

**Q. 19. In Flexibility method, Number of redundants is equal to**

A : Degree of kinematic indeterminacy

B : Degree of staticindeterminacy

C : Number of joints

D : Number of Reactions

Degree of staticindeterminacy

**Q. 20. Maximum slope in simply supported beam with a central point load ‘W’
kN will be**

A : at both support

B : at centre

C : at one end

D : at quarter span

at both support

**Q. 21.IfnxnsquareFlexibility matrix,thenâ€˜nâ€™ valuerepresent**

A : Number of joints

B : Degree of kinematic indeterminacy

C : Degree of static indeterminacy

D : Number of member

Degree of static indeterminacy

**Q. 22. Which of the method is not Force Method
A: Flexibility MatrixMethod
B : Virtual workMethod
C : Three moment theorem
D : Stiffness Matrix Method
**

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**

Stiffness Matrix Method

**Q. 23. The carryover factor in a prismatic member whose far end is fixed**

A : 0

B : 0.5

C : 0.75

D : 1

0.5

**Q. 24. The kinematic indeterminacy ofthe given beam is**

A : 3

B : 4

C : 2

D : 1

2

**Q. 25. Displacement causeed by unit force is known as**

A : Stiffness

B : Flexibility

C : Bending Moment

D : Shear Force

Flexibility

**Q. 26. The carryover factor in a prismatic member whose far end is
roller support**

A : 0

B : 0.5

C : 0.75

D : 1

0

**Q. 27. Multiplication of Stiffness Matrix and Flexibility Matrix is**

A : Null Matrix

B : Unit Martrix

C : Sqaure of Stiffnes Mtrix

D : Square of Flexibility Matrix

Unit Martrix

**Q.28.Allelementsofflexibilitymatrix are**

A : Displacements

B : Forces

C : Displacements and Forces

D : Unit force

Displacements

**Q. 29. Ratio of moment developed at one end of the member to the moment
transfered at the other end of the same member is known as**

A : Carry Over Factor

B : Stiffness Factor

C : Distribution Factor

D : Fixed End Moment

Carry Over Factor

**Q. 30. For propped cantilever beam , kinematic indeterminacy**

A : 3

B : 2

C : 0

D : 1

1

**Q. 32. In a two span Continous Beam ABC, with one external support ‘A’ fixed
and other external support ‘C’ is hinged. Then how many number of Joint
Equilibrium equations can be formed ?**

A : 3

B : 2

C : 0

D : 1

2

**Q. 33. If joint B having BA and BC member with both end simply supported and
having span 6 m and 5m respectively, Find stiffness factor for BA member**

A : 0.125I

B : 0.1 I

C : 0.5 I

D : 0.2I

0.125I

**Q. 34. A beam AB having point load of 80 kN at a distance of 1 m from support A
and 2 m from support B. Find Fixed end moment at suppoprt A KN.m**

A : 30

B : 35.55

C : 3.55

D : 0.355

35.55

**Q. 36. In a Continuous Beam, first span AB of 4m is loaded with central moment
of 100kN-m. The Fixed End Moment at A will be**

A : 100

B : 50

C : 75

D : 25

25

**Q. 37. If the Frame shown in figure is to be solved by Flexibility Matrix
method, Calculate number of Redundants**

A : 0

B : 1

C : 2

D : 3

Penstock

**Q. 39. The meaning of Fij is**

A : Displacemnt at joint ‘j’ due to unit load at joint ‘i’

B : Displacemnt at joint ‘i’ due to unit load at joint ‘j’

C : Force at joint ‘i’ due to unit displcaement at joint ‘j’

D : Force at joint ‘j’ due to unit displcaement at joint ‘i’

Displacemnt at joint ‘i’ due to unit load at joint ‘j’

**Q. 42. In cause effect relationship if action is moment, the effect will be**

A : Translation

B : Shear stress

C : Rotation

D : Translation and Rotation

Rotation

**Q. 43. Three prismatic membres AB,BC & BD meet at a joint for rigid frame to
be analysed using moment distribution method. The distribution factor for
member AB & BC are 0.5 & 0.3 respectively. The distribution factor for member
BD shall be**

A : 0.2

B : 1.67

C : 0.6

D : 0.15

0.2

**Q. 44. If joint C having CB and CD member with stiffness factors are 0.16 I and
0.25 I , then find out distribution factor for CB member**

A : 1

B : 0.2

C : 0.6

D : 0.4

0.4

**Q. 45. In a Continuous Beam, first span AB of 4m is loaded with central point of
100kN. The Fixed End Moment at A will be**

A : 100

B : 50

C : 75

D : 25

50

**Q. 46. A Continuous Beam of 2 span ABC, external support ‘A is fixed and
external support ‘C’ is hinged. If the support ‘B’ is sinking by 1mm, then what is
the kinamatic indeterminancy of the beam.**

A : 3

B : 2

C : 0

D : 1

3

**Q. 47. If the continouos beam given in figure is to be solved by
Flexibility matrix method, Calculate number of Redundants**

A : 3

B : 2

C : 1

D : 4

Penstock

**Q. 48. A beam having UDl of 50 kN per m over a span of 4 m. Find Fixed
end moment in KN.m**

A : 66.67

B : 6.67

C : 666.67

D : 68

66.67

**Q. 49. In a Continuous Beam, first span AB of 3m is loaded with udl of 100kN/m.
The Fixed End Moment at A will be**

A : 100

B : 50

C : 75

D : 25

75

**Q. 50. If joint B having BA and BC member with both end simply supported and
having span 6 m and 5m respectively, Find stiffness factor for BC member**

A : 0.125 I

B : 0.151 I

C : 0.5 I

D : 0.2I

0.151 I

**Q. 51.**

A : minus 5.25 and 7.5

B : minus 7.2 and9.75

C : minus 7.5 and 9.75

D : minus 7.5 and 9

minus 7.5 and 9.75

**Q. 52. A single bay Portal Frame ABCD, carries a central point load of 10 kN on
vertical member AB and a udl of 10kN/m on horizontal member BC. If the span of
all members of Portal Frame is 4m, the Fixed End Moment at joint ‘B’ is**

A : 0

B : 8.33

C : 10

D : 13.33

8.33

**Q. 53.**

A : 0 and 91.53

B : 1 and 91.53

C : minus 91.53 and 0

D : minus 1 and 91.53

minus 91.53 and 0

**Q. 54. A single bay Portal Frame ABCD, carries a central point load on
vertical member AB and a udl of 10kN/m on horizontal member BC. If the
span of all members of Portal Frame is 4m, the Fixed End Moment at joint ‘D’ is**

A : 0

B : 3.33

C : 10

D : 13.33

0

**Q. 55.**

A : 0 and 91.53

B : 1 and 91.53

C : 0 and minus 91.53

D : minus 1 and 91.53

0 and 91.53

**Q. 56. A single bay Portal Frame ABCD, carries a central point load on
vertical member AB and a udl of 10kN/m on horizontal member BC. If the
span of all members of Portal Frame is 4m, the Fixed End Moment at joint ‘C’ is**

A : 0

B : 3.33

C : 10

D : 13.33

13.33

**Q. 58. A moment ‘K’ requied to rotate near end of a prismatic beam through
a unit angle without translation, the far end being freely supported is given by**

A : 3EL per L

B : 4EI per L

C : EI per L

D : L per EI

3EL per L