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TSE Engineering Job#:�yaSj <br /> BY N� <br /> Page: 3'�„ <br /> FLOORBEAM <br /> INPUT: Uniform Loading Span Length <br /> w (DL) w (LL) L <br /> Roof (psf) 15 25 15.5 0 <br /> Tributary(�t) 7 7 ft <br /> Wall (psf) 10 0 <br /> Tobutary(ft) 8 8 ���� �/�,(/� <br /> Floor(psf) 10 40 � � � '�� <br /> Tributary(tt) 1 1 <br /> Concen[rated Loading <br /> Other(plf) 10 0 Load Xc P(DL) P(LL) P (TL) <br /> w (TL) 1 5 480 640 1120 <br /> 205 215 420 2 0 <br /> plf plf plf ft Ibs Ibs Ibs <br /> RESULTS: <br /> VI (DL) Vr(DL) VI (LL) Vr(LL) VI (TL) Vr(TL) M(DL) M (LL) M (TL) <br /> 1914 1744 2100 1873 4014 3616 7782 8624 16407 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ftlbs. fLlbs. ftlbs. <br /> DESIGN: <br /> MATERIAL Fb Fv Fc(perp) E x 10^6 <br /> ManuLLbr. GL 2400 265 650 1.8 Co 1.15 <br /> Timber Cn 1 <br /> Dimen.lbc Cf 1 <br /> psi psi psi psi Ci 1 <br /> b d A S I <br /> 3.125 16.5 51.56 141.8 1170 <br /> in. in. in^2 in^3 in.^4 <br /> iv= 100 psi Brg.Lgth.= 0.157 ft CL = 1.000 <br /> fb= 1390psi GLCv= 1 R = 1503ft. <br /> d (DL)= 0.15 in. o fLy = 0.17 in. 4 (Ty = 0.32 in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> tv/ Fv'= 0.33 L/ 1114 forLL <br /> fb/Fb'= 0.50 L/ 583 forTL <br /> USE GLULAM 3-1/8"xl6-i/2" 24F-V4 <br /> �sa.os <br />