Structural Analysis-II (CE-5003)
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RGPV notes CBGS Bachelor of engineering
Syllabus
UNIT 1:
Moment distribution method in analysis of frames with sway, analysis of box frames,
analysis of portals with inclined members, analysis of beams and frames by Kani’s method.
UNIT 2:
Plastic analysis of beams and frames.
UNIT 3:
Analysis of tall frames, wind and earthquake loads, codal provisions for lateral loads.
Approximate analysis of multistory frames for vertical and lateral loads.
UNIT 4:
Matrix method of structural analysis: force method and displacement method.
UNIT 5:
Influence lines for intermediate structures, Muller Breslau principle, Analysis of BeamColumns.
NOTES
- Unit 1
- Unit 2
- Unit 3
- Unit 4
- Unit 5
Books Recommended
1. Wang C.K. Intermediate structural analysis, McGraw Hill, New York.
2. Kinney Streling J. Indeterminate structural Analysis, Addison Wesley.
3. Reddy C.S., Basic Stgructural Analysis, Tata McGraw Hill Publishing Company, New
Delhi.
4. Norris C.H., Wilbur J.B. and Utkys. Elementary Structural Analysis, McGraw Hill
International, Tokyo.
5. Weaver W & Gere JM, Matrix Methods of Framed Structures, CBS Publishers &
Distributors, Delhi
List of experiments:
(1) To verify the Betti’s law.
(2) Study of a three hinged arch experimentally for a given set of loading and to
compare the results with those obtained analytically.
(3) To obtain experimentally the influence line diagram for horizontal thrust in a three
hinged arch and to compare the same with the theoretical value.
(4) To determine the flexural rigidity of a given beam.
(5) To study the behavior of different type of struts.
(6) To verify moment area theorem for slopes and deflection of a beams.
(7) To find the deflection of a pin-connected truss and to verify the results by
calculation and graphically.
(8) To determine the carry over factors for beam with rigid connections.
(9) To determine the rotational stiffness of a beam when far end is
(a) fixed
(b)
pinned.
(10) Determine experimentally the horizontal displacement of the roller end of a two
hinged arch for a given set of a loading and to compare the results with those
obtained analytically.
(11) To obtain experimentally the influence line diagram for horizontal thrust in a two
hinged arch and to compare the same with the theoretical value.
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