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Code No: 55008 Set No. 1JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

III B.Tech. I Sem., II Mid-Term Examinations, November 2011ADVANCED STRUCTURAL ANALYSIS

Objective ExamName: ______________________________ Hall Ticket No.

Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 10.

I Choose the correct alternative:

1. In substitution frame method which method is employed ? [ ]a) slope deflection b) Kanis method c) Stiffness method d) Moment distribution

2. Substitute frame method is [ ]

a) Static method b) Kinamatic method c) Iteration Method d) Kinatic method

3. In analysis of structures for horizontal loads the loads are transferred to [ ]

a) Beams b) Joints c) Columns d) Slabs

4. The approximate methods of analysis of frames subjected to [ ]a) Vertical Loads b) Horizontal Loads c) Inclined Loads d) Torsional Loads

5. The approximate method of analysis is more suited for [ ]a) High Rise buildings b) Low Rise buildings

c) Medium Rise buildings d) Single storey buildings

6. Under the action of horizontal forces in portal method the point of contra flexure for columns and

beams occur [ ]

a) at the ends b) at 1/3 points c) at middle d) at 1/4 points

7. Frames having several bays, what is the relation between horizontal shear taken by interior column

to exterior column in portal method [ ]

a) three times b) 0.75 times c) 0.9 times d) two times

8. In frames assume that the bind to blow from left to right, in leeward columns what is the nature of

axial force. [ ]a) Compression b) Tension c) Flexure d) Torsion

9. The basic principle of FEM is to discretise [ ]

a) 1D element b) 2D element c) 3D element d) All the above

10. In dynamic equation every parameter is depend on [ ]

a) Velocity b) Acceleration c) Time d) Earthquake

Cont2

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Code No: 55008 :2: Set No. 1

II Fill in the blanks

11. In substitute frame method. _____________ is the load condition for max +ve. B.M is span BCfor a continuous beam of ABCEDF (5 bays).

12. In substitute frame method ______________ is the load condition for support B.M.

13. Draw the column B.M. diagram in columns of the frame due to horizontal forces.

14. Assume that the sway in frames is towards right, for equilibrium ______________ is the nature of

moment required

15. In frames top floor columns are subjected to horizontal load of 4w, _____________ is the shear

carried by all the columns in that floor

16. _________________ is the force displacement relation FEM.

17. CST element is meant by ______________ .

18. In plane stress in ________________ direction stress are zero.

19. _____________ is meant by Eigen value.

20. Write dynamic equilibrium equation in free vibrations ________________

-oOo-

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Code No: 55008 Set No. 2JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

III B.Tech. I Sem., II Mid-Term Examinations, November 2011ADVANCED STRUCTURAL ANALYSIS

Objective ExamName: ______________________________ Hall Ticket No.

Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 10.

I Choose the correct alternative:

1. The approximate methods of analysis of frames subjected to [ ]a) Vertical Loads b) Horizontal Loads c) Inclined Loads d) Torsional Loads

2. The approximate method of analysis is more suited for [ ]

a) High Rise buildings b) Low Rise buildingsc) Medium Rise buildings d) Single storey buildings

3. Under the action of horizontal forces in portal method the point of contra flexure for columns andbeams occur [ ]

a) at the ends b) at 1/3 points c) at middle d) at 1/4 points

4. Frames having several bays, what is the relation between horizontal shear taken by interior column

to exterior column in portal method [ ]a) three times b) 0.75 times c) 0.9 times d) two times

5. In frames assume that the bind to blow from left to right, in leeward columns what is the nature ofaxial force. [ ]

a) Compression b) Tension c) Flexure d) Torsion

6. The basic principle of FEM is to discretise [ ]a) 1D element b) 2D element c) 3D element d) All the above

7. In dynamic equation every parameter is depend on [ ]a) Velocity b) Acceleration c) Time d) Earthquake

8. In substitution frame method which method is employed ? [ ]a) slope deflection b) Kanis method c) Stiffness method d) Moment distribution

9. Substitute frame method is [ ]

a) Static method b) Kinamatic method c) Iteration Method d) Kinatic method

10. In analysis of structures for horizontal loads the loads are transferred to [ ]

a) Beams b) Joints c) Columns d) Slabs

Cont2

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Code No: 55008 :2: Set No. 2

II Fill in the blanks

11. Assume that the sway in frames is towards right, for equilibrium ______________ is the nature ofmoment required

12. In frames top floor columns are subjected to horizontal load of 4w, _____________ is the shearcarried by all the columns in that floor

13. _________________ is the force displacement relation FEM.

14. CST element is meant by ______________ .

15. In plane stress in ________________ direction stress are zero.

16. _____________ is meant by Eigen value.

17. Write dynamic equilibrium equation in free vibrations ________________

18. In substitute frame method. _____________ is the load condition for max +ve. B.M is span BCfor a continuous beam of ABCEDF (5 bays).

19. In substitute frame method ______________ is the load condition for support B.M.

20. Draw the column B.M. diagram in columns of the frame due to horizontal forces.

-oOo-

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Code No: 55008 Set No. 3JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

III B.Tech. I Sem., II Mid-Term Examinations, November 2011ADVANCED STRUCTURAL ANALYSIS

Objective ExamName: ______________________________ Hall Ticket No.

Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 10.

I Choose the correct alternative:

1. Under the action of horizontal forces in portal method the point of contra flexure for columns andbeams occur [ ]

a) at the ends b) at 1/3 points c) at middle d) at 1/4 points

2. Frames having several bays, what is the relation between horizontal shear taken by interior columnto exterior column in portal method [ ]

a) three times b) 0.75 times c) 0.9 times d) two times

3. In frames assume that the bind to blow from left to right, in leeward columns what is the nature of

axial force. [ ]a) Compression b) Tension c) Flexure d) Torsion

4. The basic principle of FEM is to discretise [ ]a) 1D element b) 2D element c) 3D element d) All the above

5. In dynamic equation every parameter is depend on [ ]a) Velocity b) Acceleration c) Time d) Earthquake

6. In substitution frame method which method is employed ? [ ]a) slope deflection b) Kanis method c) Stiffness method d) Moment distribution

7. Substitute frame method is [ ]

a) Static method b) Kinamatic method c) Iteration Method d) Kinatic method

8. In analysis of structures for horizontal loads the loads are transferred to [ ]

a) Beams b) Joints c) Columns d) Slabs

9. The approximate methods of analysis of frames subjected to [ ]

a) Vertical Loads b) Horizontal Loads c) Inclined Loads d) Torsional Loads

10. The approximate method of analysis is more suited for [ ]

a) High Rise buildings b) Low Rise buildings

c) Medium Rise buildings d) Single storey buildings

Cont2

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Code No: 55008 :2: Set No. 3

II Fill in the blanks

11. _________________ is the force displacement relation FEM.

12. CST element is meant by ______________ .

13. In plane stress in ________________ direction stress are zero.

14. _____________ is meant by Eigen value.

15. Write dynamic equilibrium equation in free vibrations ________________

16. In substitute frame method. _____________ is the load condition for max +ve. B.M is span BCfor a continuous beam of ABCEDF (5 bays).

17. In substitute frame method ______________ is the load condition for support B.M.

18. Draw the column B.M. diagram in columns of the frame due to horizontal forces.

19. Assume that the sway in frames is towards right, for equilibrium ______________ is the nature ofmoment required

20. In frames top floor columns are subjected to horizontal load of 4w, _____________ is the shearcarried by all the columns in that floor

-oOo-

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Code No: 55008 Set No. 4JAWAHARLAL NEHRU TECHNOLOGICAL UNIVERSITY HYDERABAD

III B.Tech. I Sem., II Mid-Term Examinations, November 2011ADVANCED STRUCTURAL ANALYSIS

Objective ExamName: ______________________________ Hall Ticket No.

Answer All Questions. All Questions Carry Equal Marks.Time: 20 Min. Marks: 10.

I Choose the correct alternative:

1. In frames assume that the bind to blow from left to right, in leeward columns what is the nature ofaxial force. [ ]

a) Compression b) Tension c) Flexure d) Torsion

2. The basic principle of FEM is to discretise [ ]a) 1D element b) 2D element c) 3D element d) All the above

3. In dynamic equation every parameter is depend on [ ]a) Velocity b) Acceleration c) Time d) Earthquake

4. In substitution frame method which method is employed ? [ ]

a) slope deflection b) Kanis method c) Stiffness method d) Moment distribution

5. Substitute frame method is [ ]

a) Static method b) Kinamatic method c) Iteration Method d) Kinatic method

6. In analysis of structures for horizontal loads the loads are transferred to [ ]

a) Beams b) Joints c) Columns d) Slabs

7. The approximate methods of analysis of frames subjected to [ ]a) Vertical Loads b) Horizontal Loads c) Inclined Loads d) Torsional Loads

8. The approximate method of analysis is more suited for [ ]a) High Rise buildings b) Low Rise buildings

c) Medium Rise buildings d) Single storey buildings

9. Under the action of horizontal forces in portal method the point of contra flexure for columns and

beams occur [ ]

a) at the ends b) at 1/3 points c) at middle d) at 1/4 points

10. Frames having several bays, what is the relation between horizontal shear taken by interior column

to exterior column in portal method [ ]

a) three times b) 0.75 times c) 0.9 times d) two times

Cont2

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Code No: 55008 :2: Set No. 4

II Fill in the blanks

11. In plane stress in ________________ direction stress are zero.

12. _____________ is meant by Eigen value.

13. Write dynamic equilibrium equation in free vibrations ________________

14. In substitute frame method. _____________ is the load condition for max +ve. B.M is span BCfor a continuous beam of ABCEDF (5 bays).

15. In substitute frame method ______________ is the load condition for support B.M.

16. Draw the column B.M. diagram in columns of the frame due to horizontal forces.

17. Assume that the sway in frames is towards right, for equilibrium ______________ is the nature ofmoment required

18. In frames top floor columns are subjected to horizontal load of 4w, _____________ is the shearcarried by all the columns in that floor

19. _________________ is the force displacement relation FEM.

20. CST element is meant by ______________ .

-oOo-

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