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Dec 24,  · 2 g fï vg gfç>Ì Æ4 s4g 4 fþ 5, fûg g 2a5 >Þ>Ú>á?. 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. F ¸ » b h À i ù r ³ Ì g X X X Ï í Æ g r í z r ß x ß r ß ¤ à U h ¸ » X 3 Æ % b r ÷ ¿ E r $ ³ z r b h Í r ¤ T h r î g Ú r ¯ r  u ' X r ë Æ g á r ï W 3 r ¥ b h » × ß Ì g m ò.

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