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The following formulas may be used to calculate deflection under uniform load, or allowable loads based on deflection requirements. Single span: Two-span ndition: Three-span ndition: where: ∆ = deflection (in.) w = w LL = uniform live load (psf) — Or — w = w TL = uniform total load (psf) EI = Bending Stiffness Capacity (lb.-in.2/ft.)
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