Laserfiche WebLink
TSE Engineering Job#:7Yi 3 <br /> By: <br /> Page:37 <br /> HEADER <br /> INPUT: Uniform Loading Span Lengih <br /> w (DL) w (LL) L <br /> Roof (psf) 15 25 3 0 <br /> Tributary(it) 0 0 f� <br /> Wall (psf) 10 0 <br /> Tributary pq 9 9 <br /> Floor (psf) 10 40 <br /> Tributary(li) 11 11 <br /> Other(plf) 10 0 <br /> w (TL) 0 <br /> 210 440 650 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 /> 315 315 660 660 975 975 236 495 731 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATERIAL Fb Fv Fc(perp) E x 10^6 <br /> MawELbr. Co 1.15 <br /> Timber CN 1 <br /> Dimert Lbr. DFLfi2 1170 180 625 1.6 Cr 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 3.5 725 25.38 307 111 <br /> in. in. in^2 in/3 in.M <br /> fv= 34psi Brg.Lg[h.= 0.037fL C�= 1.000 <br /> fb = 290psi GLCv= N/A R = N/A <br /> o (o�)= 0.00 in. o (��l = 0.00 in. o (r�)= 0.01 in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> iv/ Fv' = 0.17 L/ 7984 forLL <br /> fb/ Fb' = 0,22 L/ 5404 for TL <br /> USE 4x8 DFLiY1 <br /> v3303 <br />