06CV53 Structural Analysis II syllabus for CV


Part A
Unit-1 Rolling Load and Influence Lines 6 hours

Rolling Load and Influence Lines: Rolling load analysis for simply supported beams for several point loads and UDL. Influence line diagram for reaction, SF and BM at a given section for the cases mentioned in above uinit 1

Unit-2 Slope deflection method 8 hours

Introduction, Sign convention, Development of slope-deflection equations and Analysis of Beams and Orthogonal Rigid jointed plane frames (non-sway) with kinematic redundancy less than/equal to three. (Members to be axially rigid)

Unit-3 Moment Distribution Method 8 hours

Introduction, Definition of terms- Distribution factor, Carry over factor, Development of method and Analysis of beams and orthogonal rigid jointed plane frames (non-sway) with kinematic redundancy less than/equal to three. (Members to be axially rigid)

Unit-4 Sway Analysis 4 hours

Analysis of rigid jointed plane frames (sway, members assumed to be axially rigid and kinematic redundancy £ 3) by slope deflection and moment distribution methods.

Part B
Unit-5 Kanis Methods 6 hours

Introduction, Basic Concept, Analysis of Continuous beams and Analysis of rigid jointed non-sway plane frames.

Unit-6 Flexibility Matrix Method of Analysis 7 hours

Introduction, Development of flexibility matrix for plane truss element and axially rigid plane framed structural elements and Analysis of plane truss and axially rigid plane frames by flexibility method with static indeterminacy £3.

Unit-7 Stiffness Matrix Method of Analysis 7 hours

Introduction, Development of stiffness matrix for plane truss element and axially rigid plane framed structural elements. And Analysis of plane truss and axially rigid plane frames by stiffness method with kinematic indeterminacy £3.

Unit-8 Basic Principles of Dynamics 6 hours

Basic Principles of Dynamics: Basic principles of Vibrations and causes, periodic and aperiodic motion, harmonic and non-harmonic motion. Period and frequency. Forced and Free Vibration, Damping and Equations of Single Degree of Freedom System with and without damping

Last Updated: Tuesday, January 24, 2023