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TSE Engineering Job #:7 LS; <br /> By:�✓P� <br /> I`' 1 <br /> Page: 22 <br /> HEADER AT UPPER LEVEL <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w(LL) L <br /> Foof (psf) 15 25 25 0 <br /> Tribu�ary(ft) 7 7 ft <br /> Wall (psf) 10 0 <br /> Tribu�ery (fl) 0 0 <br /> Floor (psf) 10 40 <br /> 7ributery (R) 0 0 <br /> Other(plf) 10 0 <br /> w (TL) 0 <br /> 115 175 290 0 <br /> plf plf plf <br /> FESULTS: <br /> VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M (DL) M (LL) M (TL) <br /> 144 144 219 219 363 363 90 137 227 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATEFIAL Fb W Fc(perp) Ex10^6 <br /> ManuELbc Co 1.15 <br /> Timber CH 1 <br /> Dimea Lbr. HF#2 1105 150 405 1.3 C� 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 3.5 5.5 19.25 17.6 49 <br /> in. in. in^2 in^3 in.M <br /> fv= 18psi Brg.Lgth.= 0.021ft C�= 1.000 <br /> fb = 150psi GLCv= N/A F = N/A <br /> d (oy = 0.00 ia 4 (�y= 0.00 ia 4 (7y = 0.00 in. <br /> FATIOS OF ACTUAL TO ALLOWABLE FATIOS OF SPAN TO DEFLECTION <br /> fv/ Fv' = 0.10 L/ 12304 forLL <br /> fb / Fb' = 0.12 L/ 7425 forTL <br /> USE 4�c6 HF#2 <br /> �aaoa <br />