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TSE Engineering Job #:�IIG� <br /> By: <br /> Page: f3 <br /> FLOOR BEAM <br /> INPUT: Uniform Loading Span Length <br /> w(DL) w (LL) L <br /> Roof (psf) 15 25 11.5 0 <br /> Tributary (h) 0 0 ft <br /> Wall (psf) 10 0 y 9� <br /> Tribulary(R) 9 9 �i �� �� y J <br /> Fioor �ps+� io ao � c 5o9S �' IHIo : 6'�(i5� <br /> Tnbutary(H) 15 15 <br /> Concentrated Loading <br /> Other (ptt) 10 0 Load Xc P (DL) P (LL) P (TL) <br /> w (TL) 1 8 2605 3900 6W5 <br /> 250 600 850 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 /> 2230 3250 4637 6163 6867 9413 10475 19414 29890 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. ft.lbs. ft.lbs. ft.lbs. <br /> DESIGN: <br /> MATERIAL Fb Fv Fc(pem) E x 10^6 <br /> ManuELbc GL 2400 265 650 1.8 Co 1.15 <br /> Timber CH 1 <br /> Dimea Lbc Cf 1 <br /> psi psi psi psi Ci 1 <br /> b d A S I <br /> 3.125 16.5 St56 141.8 1170 <br /> in. in. in^2 in^3 in^4 <br /> fv= 240 psi Brg.Lgth.= 0.334 fL CL= 1.000 <br /> fb= 2530psi GLCv= 1 R= 1117ft. <br /> d (oy= 0.10 in. 4 (�y= 0.19 in. o (iU = 0.30 in. <br /> RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION <br /> iv/ Fv' = 079 L/ 710 for LL <br /> fb/Fb'= 0.92 L/ 466 forTL <br /> USE GLULAM 34/8"x16-1@" 24P-V4 <br /> vaaoa <br />