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a <br /> TSE Engineering Job#:�ZS3 <br /> By: <br /> Page:yQ <br /> GARAGE HEADER <br /> INPUT: UNform Loadfng Span Length <br /> w(DL) w (LL) L <br /> Roof(psf) 15 25 1625 0 <br /> Tnbutery(ft) 16.5 16.5 ft <br /> Wall (psf) 10 0 <br /> Tnbutery(ft) 18 18 <br /> Roor (psf) 10 40 <br /> Tnbutery(ft) 6.5 6.5 <br /> Other(plf) 15 0 <br /> w(TL) 0 <br /> SOZS 6725 1180 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 /> 4123 4123 5464 5464 9588 9588 16751 22198 38949 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATERIAL Fb W Fc(perp) E x 10^6 <br /> ManuLLbc GL 2400 265 650 1.8 Co 1.15 <br /> Timber CH 1 <br /> Dimen. Lbc C� 1 <br /> psf psi psi psi Ci 1 <br /> b d A S I <br /> 5.125 15 76.88 192.2 1441 <br /> in. in. in^2 in^3 in^4 <br /> fv= 158 psi Brg.Lgth.= 0240 R. C�= 1.000 <br /> fb= 2430 psi GL Cv= 1 R = 860 ft. <br /> d (��)= 0.31 in. d (L�1= 0.41 in. d (r�)= 0.71 in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DERECTION <br /> fv/Fv' = 0.52 L/ 480 forLL <br /> fb/Fb' = 0.88 L/ 273 forTL <br /> USE GLULAM 5-1/8"x15" 24F-V4 <br /> v s.s.os <br />