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Structural analysis / S. S.Bhavikatti

By: Material type: TextTextLanguage: English Publication details: Noida: Vikas Publishing, 2010.Edition: 3rdDescription: ix, 426 pISBN:
  • 9788125927907
Subject(s): DDC classification:
  • 624.171 BHA-S
Contents:
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.deflection of pin-Jointed plane frames-- 5.Moving load and influence liners 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 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. 11.Analysis of
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Item type Current library Collection Call number Vol info Copy number Status Date due Barcode Item holds
Books Books Library, SPAB G-2 Non Fiction 624.171 BHA-S (Browse shelf(Opens below)) v.1 Cop. 2 Available 002058
Books Books Library, SPAB G-2 Non Fiction 624.171 BHA-S (Browse shelf(Opens below)) v.1 Cop. 3 Available 002059
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624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis / 624.171 BHA-S Structural analysis /

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.deflection of pin-Jointed plane frames--
5.Moving load and influence liners 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 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.
11.Analysis of

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