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TSE Engineering Job#:'f'j.s3 <br /> By �/�\ <br /> ti <br /> Page:Z'� <br /> HEADER AT UPPER LEVEL <br /> INPUT: UniformLoading SpanLengih <br /> w (DL) w (LL) L <br /> Roof(psf) 15 25 5 0 <br /> Tributary(it) 16.5 16.5 ft <br /> Wall (psf) 10 0 <br /> Tributary(it) 0 0 <br /> Roor(psf) 10 40 <br /> Tributary(Xj 0 0 <br /> Other(plf) 10 0 <br /> w(TL) 0 <br /> 257.5 412.5 670 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 /> 644 644 1031 1031 1675 1675 805 1289 2094 <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 /> Manuf.Lbc CD 1.15 <br /> Timber CH 1 <br /> Dimen.Lbr. DFL#2 1170 180 625 1.6 Cr 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 3.5 725 25.38 30.7 111 <br /> in. in. in^2 in.13 in.M <br /> fv= 75 psi Brg.Lgih.= 0.064 ft. C� = 1.000 <br /> fb= 820psi GLCv = N/A R - N/A <br /> � (o�)= OA2 in. � 0.0 = 0.03 in. � (ry— OAS in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DERECTION <br /> fv/W' = 0.36 L/ 1839 forLL <br /> fb/Fb'= 0.61 L/ 1132 forTL <br /> USE 4z8 DF#2 <br /> �3 s.os <br />