Savitribai Phule Pune University, Maharashtra, Civil Engineering Semester 4, Structural Analysis Syllabus

Unit - 1 Fundamentals Of Structure And Analysis Of Redundant Beams

Unit 1

Fundamental of Structure and Analysis of Redundant beam

1.1 Types and Classification of structures based on structural forms

1.2 Concept of Indeterminacy Static and Kinematic degree of Indeterminacy

1.3 b Analysis of propped cantilever fixed beam and continuous beam with indeterminacy up to second degree by strain energy methods

Unit - 2 Analysis of redundant pin jointed frames and multi-storied multi-bay 2-D rigid jointed frames.

2.1 Analysis of redundant trusses by unit load method for external loading

2.2 Lack of fit

2.3 Sinking of support and temperature changes indeterminacy up to second degree

2.4 Approximate methods of analysis of multistoried multibay 2D rigid jointed frames by Cantilever method and Portal method

Unit - 3 Slope-Deflection Method

Unit 3

SlopeDeflection Method

3.1 Slopedeflection equations equilibrium equation of Slopedeflection method

3.2 Application of Slope deflection method to beams with and without joint translation and rotation yielding of support.

3.3 Application to nonsway rigid jointed rectangular portal frames shear force and bending moment diagram.

3.4 b Sway analysis of rigid joint rectangular single bay single storey portal frames using Slopedeflection method Involving not more than three unknowns

Unit 3

SlopeDeflection Method

3.1 Slopedeflection equations equilibrium equation of Slopedeflection method

3.2 Application of Slope deflection method to beams with and without joint translation and rotation yielding of support.

3.3 Application to nonsway rigid jointed rectangular portal frames shear force and bending moment diagram.

3.4 b Sway analysis of rigid joint rectangular single bay single storey portal frames using Slopedeflection method Involving not more than three unknowns

Unit - 4 Moment Distribution Method.

4.1 Moment distribution methodStiffness factor Carry over factor and Distribution factor

4.2 Application of Moment distribution method of analysis to beams with and without joint translation and yielding of support

4.3 Application to nonsway rigid jointed rectangular portal frames shear force and bending moment diagram.

4.4 Sway analysis of rigid jointed rectangular single bay single storey portal frames using Moment distribution method Involving not more than three unknowns

Unit - 5 Stiffness method

5.1 Fundamental concepts of flexibility and stiffness relation between them

5.2 Stiffness method of analysis– Structure approach only

5.3 Application of beam involving not more than three unknowns

5.4 Application of stiffness structure approach to rigid jointed rectangular portal frames involving not more than three unknowns

Unit - 6 Plastic Analysis of Structure

6.1 Plastic Analysis of structure

6.2 True and idealized stressstrain curve for mild steel in tension

6.3 Stress distribution in Elastic ElastoPlastic and Plastic stage Concept of plastic hinge and collapse mechanism

6.4 Static and Kinematic Methods of Analysis

6.5 Upper bound Lower bound and Uniqueness theorem

6.6 Plastic modulus of section Plastic moment Shape factor

6.7 Plastic analysis of Determinate and Indeterminate Beams

6.8 Single Bay Single storied portal frame