1. UNIT – I FLEXIBILITY MATRIX METHOD
Presented by, G.Bairavi AP/Civil

2. Common Types of Elements
Two-Dimensional Elements Triangular, Quadrilateral Plates, Shells, 2-D Continua
One-Dimensional Elements Line Rods, Beams, Trusses, Frames
Three-Dimensional Elements Tetrahedral, Rectangular Prism (Brick) 3-D Continua 2

3. One Dimensional Examples Static Case
Bar Element
Uniaxial Deformation of Bars Using Strength of Materials Theory
Beam Element
Deflection of Elastic Beams Using Euler-Bernouli Theory 1 2 w1 w2 q2 q1 1 2 u1 u2 3

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22. THANK YOU 22