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BITS Indeterminate Structural Analysis Sem-VI
No Units Titles Sub Titles Chapters
1 Unit 1 Three-Moments Theorem Analysis of continuous beams, without or with support settlement VIEW CHAPTERS
2 Unit 2 Influence lines for Continuous Beams Muller-Breslau principle, ILD for reaction, SF and BM of statically indeterminate beams using conjugate beam method VIEW CHAPTERS
3 Unit 3 Principle of Least Work Analysis of statically indeterminate trusses and frames VIEW CHAPTERS
4 Unit 4 General Method Consistent deformation method, Flexibility method, Analysis of statically indeterminate beams, trusses and frames VIEW CHAPTERS
5 Unit 5 Analysis of Arches Two-hinged arches -circular and parabolic VIEW CHAPTERS
6 Unit 6 Slope Deflection Method Analysis of continuous beams and portal frames without or with side sway, use of symmetric and anti-symmetric conditions VIEW CHAPTERS
7 Unit 7 Moment Distribution Method Analysis of continuous beams and portal frames without or with side sway, use of symmetric and anti-symmetric conditions VIEW CHAPTERS
 
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