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TSE Engineering Job#:T�Z/5/�7 <br /> BY' f�l` <br /> Page:2� <br /> HEADER AT GIRDER TRUSS <br /> INPUT: Unitorm Loading Span Length <br /> w (DL) w (LL) L <br /> Root (pst) 15 25 2.5 0 <br /> Tributary(ft) 2 2 tt <br /> Wall (pst) 10 0 <br /> Tributary(fi) 0 0 <br /> Fioo� �pst� ,o ao � G(2DE2 �Ru55 <br /> Tdbu�ary(f�) 0 0 <br /> Concentrated Loading <br /> Other (plt) 10 0 Load Xc P(DL) P (LL) P (TL) <br /> w(TL) 1 1 2040 3400 5440 <br /> 40 50 90 2 0 <br /> plt plt plt tt 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 /> 1274 866 2103 1423 3377 2289 1255 2079 3334 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. tt.lbs. tt.lbs. tt.lbs. <br /> DESIGN: <br /> MATERIAL Fb W Fc(perp) E x 10^6 <br /> Manuf.Lbc Co 1.15 <br /> Timber CH 7 <br /> Dimea Lbc DFL#2 1080 180 625 1.6 Cr 1 <br /> psi psi psi psi Ci 1 <br /> b d A S I <br /> 3.5 9.25 32.38 49.9 231 <br /> in. in. in^2 in^3 in^4 <br /> iv= 153 psi Brg.Lgth.= 0.108 tt. C� = 1.000 <br /> tb = 800 psi GL Cv= N/A R = N/A <br /> d (o�) = 0.00 in. d (�y = 0.01 in. � (TU = 0.01 in. <br /> RATIOS OF ACTUAL TO ALLOW ABLE RATIOS OF SPAN TO DERECTION <br /> iv/Fv' = 074 L/ 5965 tor LL <br /> tb/ Fb'= 0.64 L/ 37V tor TL <br /> USE 4x10 �FL#2 <br /> v s 3.os <br />