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TSE Engineering Job#:�Yi 3 <br /> BY K�Z <br /> Page: 3+ <br /> FLUSH BEAM <br /> INPUT: UniformLoading SpanLength <br /> w (DL) w (LL) L <br /> Roof (psf) 75 25 4 0 <br /> Tnbutary(tt) e e ft <br /> Wall (psf) 10 0 <br /> Tnbutary(ft) B B <br /> Floor(psf) 10 40 <br /> Tributary(k) 3 3 <br /> Other(plf) 10 0 <br /> w (TL) 0 <br /> 240 320 560 0 <br /> plf plf plf <br /> RESULTS: <br /> VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) <br /> 480 480 640 640 1120 1120 480 640 1120 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. R.Ibs. <br /> DESIGN: <br /> MATERIAL Fb Fv Fqperp) Ex10^6 <br /> ManuL�br. GL 2aoo 265 650 1.8 Co 1 <br /> Timbsr GH 1 <br /> Dimen.Lbr. Cf 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 3.125 16.5 51.56 141.8 1170 <br /> in. in. in.^2 in.^3 in^4 <br /> fv= 10psi Brg.Lgth= 0.046ft. C�= 1.000 <br /> fb= 90 psi GL Cv= 1 R = 24371 R. <br /> o �o��= o.00 ��. o �w= o.00 ��. o �n�= o.00 ��. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> fv/Fv' = 0.04 L/ 54836 for LL <br /> fb/Fb'= 0.04 L/ 31335 forTL <br /> USE GLULAM 3-1/8"z16-1/2" 24F-V4 <br /> v 3.303 <br />