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Rashtrasant Tukadoji Maharaj Nagpur University, Maharashtra, Civil Engineering Semester 4, Structural Analysis-I Syllabus
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Unit - 1 Introduction Of Statically Indeterminate Structures
Unit 1
Introduction of Statically indeterminate Structures
1.1 Introduction of Statically indeterminate Structures Concept of Static indeterminacy
1.2 Analysis of fixed and continues beams by theorem of three moments
1.3 Effects of sinking of support
Unit 1
Introduction of Statically indeterminate Structures
1.1 Introduction of Statically indeterminate Structures Concept of Static indeterminacy
1.2 Analysis of fixed and continues beams by theorem of three moments
1.3 Effects of sinking of support
Unit - 2 Rolling loads
Unit 2
Rolling loads on simply supports beams
2.1 Rolling loads on simply supports beams with concentrated and uniformly distributed loads
2.2 Maximum B.M. And S.F. Influence lines for reactions
2.3 Bending moments and shear forces in simply supported beam
2.4 Cantilevers and beams with overhangs
2.5 Influence lines for forces in members of simple trusses and for BM and SF in panels of simple trusses
6.1 Introduction to flexibility method upto two DOF
Unit 2
Rolling loads on simply supports beams
Unit 2
Rolling loads on simply supports beams
2.1 Rolling loads on simply supports beams with concentrated and uniformly distributed loads
2.2 Maximum B.M. And S.F. Influence lines for reactions
2.3 Bending moments and shear forces in simply supported beam
2.4 Cantilevers and beams with overhangs
2.5 Influence lines for forces in members of simple trusses and for BM and SF in panels of simple trusses
Unit - 3 Strain Energy
Unit 3
Strain energy method
3.1 Strain energy method as applied to the analysis of redundant frames and redundant truss up to two Degrees
3.2 Determination of deflection of trusses
3.3 Castiglinos theorems
3.4 Maxwell’s reciprocal theorem Bettis theorem
3.1 Design of Keys Classification of keys and pins Design of keys and pins Theories of failure
Unit 3
Strain energy method
Unit 3
Strain energy method
3.1 Strain energy method as applied to the analysis of redundant frames and redundant truss up to two Degrees
3.2 Determination of deflection of trusses
3.3 Castiglinos theorems
3.4 Maxwell’s reciprocal theorem Bettis theorem
Unit - 4 Bucking Of Columns And Beams
Unit 4
Bucking of columns and beams
4.1 Buckling of columns and beams
4.2 Eulers and Rankines formula
4.3 Analysis of TwoHinged arches
4.4 Three Hinged Arch S.F. And normal thrust parabolic arches
Unit 4
Bucking of columns and beams
4.1 Buckling of columns and beams
4.2 Eulers and Rankines formula
4.3 Analysis of TwoHinged arches
4.4 Three Hinged Arch S.F. And normal thrust parabolic arches
Unit - 5 Slope Defection
Unit 5
Slope defection method as applied to indeterminate beams
5.1 Slope defection method as applied to indeterminate beams continues beams portal frames
5.2 Frame with inclined legs up to 3 degree of freedom.
5.3 Approximate method Analysis of multistored frame portal cantilever and substitute frame methods. Max. Three bay three story
Slope defection method as applied to indeterminate beams
Unit 5
Slope defection method as applied to indeterminate beams
Unit 5
Slope defection method as applied to indeterminate beams
5.1 Slope defection method as applied to indeterminate beams continues beams portal frames
5.2 Frame with inclined legs up to 3 degree of freedom.
5.3 Approximate method Analysis of multistored frame portal cantilever and substitute frame methods. Max. Three bay three story
Unit - 6 Introduction to flexibility
Unit 6
Introduction to flexibility method upto two DOF
6.1 Introduction to flexibility method upto two DOF
6.2 Column Analogy Method
Unit 6
Introduction to flexibility method upto two DOF
Unit 6
Introduction to flexibility method upto two DOF
6.1 Introduction to flexibility method upto two DOF
6.2 Column Analogy Method
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