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This document discusses beam stiffness formulations and examples. It presents the general formulation for accounting for distributed and concentrated loads on beam elements using equivalent nodal forces. Two examples are provided to demonstrate determining the nodal forces and displacements for beams with different load cases using the beam stiffness equations and replacing loads with equivalent nodal forces. The examples are compared to the exact solutions obtained from classical beam theory using double i

Author

filipbarisic4

Language

EN