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TSE Engineering Job N:7� <br /> By: <br /> Page: y6 <br /> GARAGEHEADER <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w (LL) L <br /> Roof (psf) 15 25 1625 0 <br /> Trieutary(ip 12 12 ft <br /> Wall (psf) 10 0 <br /> Tributary(11J 18 18 <br /> Floor(psf) 10 40 <br /> Tdbmary(iQ 6.5 6.5 <br /> Other(plf) 15 0 <br /> w (TL) 0 <br /> 440 560 1000 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 /> 3575 3575 4550 4550 8125 8125 14523 18484 33008 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ftlbs. fLlbs. ftlbs. <br /> DESIGN: <br /> MATERIAL Fb Fv Fc(perp) E x 10^fi <br /> Manut.Lbr. GL 2400 265 650 1.8 CD 1.15 <br /> Timber Cr� 1 <br /> Dimen Lbr. CI 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 5.125 15 76.88 19Z2 1441 <br /> in. in. in.^2 in^3 in^4 <br /> fv= 134 psi Brg.Lgth.= 0.203 ft C� = 1.000 <br /> fb = 2060 psi GL Cv = 1 R = 992 ft. <br /> d IDLJ = Q27 In. d ILL)= 0.34 In, d ITLJ = 0.60 In. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> fv/Fv'= 0.44 L/ 576 forLL <br /> fb/ Fb' = OJS L/ 322 for TL <br /> USE GLULAM 5-1/8"x15" 24F-V4 <br /> �a.a.oa <br />