Structural Analysis Equations
9–3 Chapter 9 Structural Analysis Equations deflection D due to design load plus ponded water can be closely estimated by (9–6) where D. 0. is deflection due to design load alone, S beam spacing, and S. cr. critical beam spacing (Eq. (9–31)). Combined Bending and Axial Load. Concentric Load Addition of a concentric axial load to a beam ...
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