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1. This document presents formulas for calculating beam deflection due to bending and shear, as well as properties for equivalent beam models of parallel chord trusses and vierendeel frames. 2. Expressions are given for bending stiffness, shear stiffness, and deflection coefficients for different beam structures under various load types. Tables provide values for shear area and bending inertia for common beam cross-sections. 3. Derivations of the shear stiffness formulas are shown for parallel chord trus

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spam

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EN