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Structural Analysis - 1

By: Contributor(s): Material type: TextTextPublication details: New Delhi Vikas Pub. 2011Edition: 4thDescription: 403pISBN:
  • 9788125942696
DDC classification:
  • 624.17 BHA-S
Online resources:
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Item type Current library Collection Call number URL Status Date due Barcode
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22017
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22018
Reference Book Reference Book Amity Central Library ASET Civil Reference 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Not For Loan 22019
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22020
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22021
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22022
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22023
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22024
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22025
Books Books Amity Central Library ASET Civil 624.17 BHA-S (Browse shelf(Opens below)) Link to resource Available 22026

1. Introduction, 2. Deflection of Determinate Beams Using Moment Area and Conjugate Beam Methods, 3. Deflection of Beams and Rigid Frames by Energy Methods, 4. Deflections of Pin-Jointed Plane Frames, 5. Moving Loads and Influence Lines for Beams, 6. Influence Lines for Bridge Trusses, 7. Three-Hinged Arches, 8. Cables and Suspension Bridges, 9. Introduction to Analysis of Indeterminate Structures, 10. Analysis of Pin-Connected Indeterminate Frames by Consistent Deformation Method, 11. Analysis of Indeterminate Beams and Rigid Frames by Consistent Deformation Method, 12. Three Moment Equation • Appendix

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