Rolling load analysisfor simply supported beams for several point loads and UDL.Influence line diagram for reaction, SF and BM at a given section for thecases mentioned in above uinit 1
Introduction, Sign convention,Development of slope-deflection equations and Analysis of Beamsand Orthogonal Rigid jointed plane frames (non-sway) withkinematic redundancy less than/equal to three. (Members to beaxially rigid)
Introduction, Definition of terms-Distribution factor, Carry over factor, Development of method andAnalysis of beams and orthogonal rigid jointed plane frames (non-sway) with kinematic redundancy less than/equal to three.(Members to be axially rigid)
Analysis of rigid jointed plane frames (sway, membersassumed to be axially rigid and kinematic redundancy ≤ 3) by slopedeflection and moment distribution methods.
Introduction, Basic Concept, Analysis of Continuousbeams and Analysis of rigid jointed non-sway plane frames
Introduction,Development of flexibility matrix for plane truss element and axiallyrigid plane framed structural elements and Analysis of plane truss andaxially rigid plane frames by flexibility method with static indeterminacy ≤3.
Introduction,Development of stiffness matrix for plane truss element and axially rigidplane framed structural elements. And Analysis of plane truss andaxially rigid plane frames by stiffness method with kinematicindeterminacy ≤3.
Basic principles of Vibrations andcauses, periodic and aperiodic motion, harmonic and non-harmonicmotion. Period and frequency.Forced and Free Vibration, Damping and Equations of Single Degree ofFreedom System with and without damping