Laserfiche WebLink
TSE Engineering Job#:JLS? <br /> By: <br /> Page: �D <br /> HEADER <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w(LL) L <br /> Roof(psf) 15 25 3 0 <br /> Tributary(tt) 16.5 16.5 (t <br /> Well (psf) 10 0 <br /> Tributary (it) 9 9 <br /> Floor(psf) 10 40 <br /> Tributary(iq 5.5 5.5 <br /> Other(plf) 10 0 <br /> w (TL) 0 <br /> 402.5 632.5 1035 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 /> 604 604 949 949 1553 1553 453 712 1164 <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 /> MawfLbc Co 1.15 <br /> Timber CN 1 <br /> Dimea Lbr. DFL#2 1170 180 625 1.6 Ci 1 <br /> psi psi psi psi Ci 1 <br /> b d A S I <br /> 35 725 25.38 30.7 111 <br /> in. in. inM in^3 in^4 <br /> fv= 55 psi Brg.Lgth: OA59 ft. C� = 1.000 <br /> fb= 460psi GLCv = N/A R = N/A <br /> 4 (DL)= 0.00 In. 4 (LL) = O.OI In. 4 (TL) = O.OI In. <br /> RATIOSOFACTUALTOALLOWABLE RATIOSOFSPANTODEFLECTION <br /> fv/Fv'= 026 L/ 5554 forLL <br /> fblFb'= 0.34 L/ 3394 forTL <br /> USE 4x8 DFLi12 <br /> v s a.oa <br />