Unlike Euler Bernoulli Beam-Column, Timoshenko Beam-Column considers the flexibility due to transversal shear deformations. The local stiffness matrix of Timoshenko Beam-Column can be written as follows.
Unlike Euler Bernoulli Beam-Column, Timoshenko Beam-Column considers the flexibility due to transversal shear deformations. The local stiffness matrix of Timoshenko Beam-Column can be written as follows.
AKCELYAN STRUCTURES LAB 