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I e = (M cr /M max uf)³ I g 1 (M cr /M max uf)³I cr = 0297(2) in 4 = 130 in 4 (5411 cm 4) < I g OK For a simply supported beam under uniform load, ∆ max = 5wL 4 /384E c I e = 5(300 186 lb/ft)(1019 in) 4 /384(3,4,000 psi)(130 in 4)/(12 in/ft) = 0114 in (29 mm) Longterm deflection multiplier, λ = ξ.

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