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Stability of Structures : - Coggle Diagram
Stability of Structures :
Beam - Column
Differential Equation
Concentrated load
Continuous lateral loads, couples
Beam - column with built in ends
Continuous beams with axial load
Applications of trignometrically series
Effects of initial curvature on deflections
Determination of allowable stresses
Elastic buckling of bars and frames
Elastic buckling of straight columns
Effect of shear stress on buckling
Buckling of Frames
Eccentrically and laterally loaded columns
Large deflections of buckled bars
Energy methods
Buckling of bars on elastic foundations
Buckle line of bar with intermediate compressive forces
Buckling of bars with change in cross section
Effect of shear force on critical load on built up columns
Inelastic & Torsion Buckling
Buckle line of straight bar
Double modulus theory
Tangent modulus theory
Inelastic lateral buckling
Criteria stress diagram with end conditions
Pure torsion of thin walled bars of open cross section
Non- uniform torsion of thin walled bars of open cross section
Torsional buckling
Stability analysis by finite element approach
Derivation of shape function for a two nodded Bernoulli- Euler beam element
Element stiffness and element geometric stiffness matrices
assembled stiffness and geometric stiffness matrices for a deiscretised column with different boundary condition
Critical load calculation
Buckling of Pin -jointed frames
Lateral buckling of simply supported beams
Rectangular beam subjected to pure bending
Buckling of simply supported rectangular plates
Derivation of equation of plate subjected to constant compression in one direction
Derivation of equation of plate subjected to constant compression in two direction