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TSE Engineering Job#:IJ�3 <br /> ey K�C <br /> Page:Z9 <br /> FLOORBEAM <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w(LL) L <br /> Roof (psf) 15 25 20 0 <br /> Tributary QQ 0 0 R <br /> Wall (psf) 10 0 <br /> Tribu�ary Q�) 0 0 <br /> Floor (psf) 10 40 <br /> TribNary(H) 11 11 <br /> Other(plf) 15 0 <br /> w (TL) 0 <br /> 125 440 565 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 /> 1250 1250 4400 4400 5650 5650 6250 22000 28250 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATERIAL Fb W Fc(pem) E x 10�6 <br /> ManuLLbr. GL 2400 265 650 1.8 Co 1 <br /> Timber CH 1 <br /> Dimea Lbc Cf 1 <br /> psi psi psi psi Ci 1 <br /> b d A 5 I <br /> 5.125 16.5 84.56 232.5 1919 <br /> in. in. in^2 in^3 in.^4 <br /> fv= 86 psi Brg.Lgth.= 0.141 ft. R= 1.000 <br /> fb= 1460 psi GL Cv = 0.973 R = 3070 ft. <br /> d (��)= 0.13 in. d (Ly= 0.46 ia 0 (T�)= 0.59 in. <br /> RATIOSOFACTUALTOALLOWABLE RATIOSOFSPANTODEFLECTION <br /> fv/Fv' = 0.33 L/ 523 forLL <br /> fb/Fb'= 0.63 L/ 407 forTL <br /> USE GLULAM 54/8"x164@" 24F-V4 <br /> vs3os <br />