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Uni£ormly Loaded Simple Span Beam <br />Revised: 03/02/93 <br /> <br />Span : 25 ft. <br />Trib. : 8 ft. <br /> <br /> b : 5.125 in. <br /> d : 16.5 in. <br /> <br /> DL : 10 psf <br /> LL : 66 psf <br /> <br />k~22F-V3: Glue Lam Beam <br /> <br />min. brg. <br /> <br />fb : 2,451 <-7 <br />fy : 135 <-- <br />L/Xxx : 183 <-- <br />Defl. : 1.64 in. <br />length: 1.98 in. <br /> <br />Load Duration Factor <br />1918.51 in.~4 <br /> <br />ok (16.2 min.) 2,530 psi : Fb <br />ok 190 psi : Fv <br />~ < L/240 <br /> 1,700 ksi : g <br /> 747 psi : F& <br /> <br />Uniformly Loaded Simple Span Beam <br />Revised: 03/02/93 <br /> <br />Span : 25 ft <br />Trib. : 8 ft <br /> <br />b : 5.125 in. <br />d.: 16.5 in. <br /> <br /> DL <br />~2~F-V3: <br /> <br />10 psf <br />66 psf <br /> <br />Glue Lam Beam <br /> <br />min. brg. <br /> <br />fb : <br />fy : <br />L/XXX : <br />Defl~ ~ <br />length: <br /> <br />2,451 <br /> 135 <-- <br /> 194 <-- <br /> 1.55 in. <br /> 1.98 in. <br /> <br /> 13 ~ Select <br />LUMBER <ALT>-<C> TO Select Lumber <br /> <br />1.15 Load Dura=ion Factor <br /> <br /> A = 84.56 in.^2 <br /> S 232.55 in.^3 <br /> I 1918.51 in.^4 <br /> <br /> w = 60s #/f=. <br /> W = 15200 pounds <br /> <br />ok (15.5 min.) <br />ok <br />~ < L/240 <br /> <br />2,760 psi : Fb <br /> 190 psi : Fy <br /> <br />1,800 ksi : E <br /> 747 psi : F~ <br /> <br /> <br />