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TSE Engineering Job #:')LS3 <br /> By: � <br /> Page: i 3A <br /> I <br /> FLUSH BEAM <br /> INPUT: Unitorm Loading Span Length <br /> w (DL) w (LL) L <br /> Root (pst) 15 25 7.5 0 <br /> Tributary Qt) 3 3 1t <br /> Wall (pst) 10 0 <br /> Tributary(iq 10 10 <br /> Roor(pst) 10 40 <br /> Tributary Qt) 1 1 <br /> Other(pfl) 10 0 <br /> w (TL) 0 <br /> 165 115 280 0 <br /> plt plt pfl <br /> RESULTS: <br /> VI (DL) Vr(DL) VI (LL) Vr (LL) VI (TL) Vr (TL) M (DL) M (LL) M (TL) <br /> 619 619 431 431 10W 10W 1160 809 1969 <br /> Ibs. Ibs. Ibs. Ibs. Ibs. Ibs. it.lbs. it.lbs. it.lbs. <br /> DESIGN: <br /> MATERIAL Fb W Fc(perp) E x 10^6 <br /> Manut�bc GL 2400 265 650 1.8 Co 1 <br /> Timber CH 1 <br /> Dimen. Lbc C� 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.� in.M <br /> iv= 19 psi Brg.Lgth.= 0.0431t. C�= 1.000 <br /> ib= 170 psi GL Cv= 1 R = 10083 it. <br /> d (oy= 0.01 in. 4 (u)= 0.00 in. 4 l7�)= 0.01 in. <br /> RATIOSOFACTUALTOALLOWABLE RATIOSOFSPANTODEFLECTION <br /> iv/W'= 0.07 U 23148 torLL <br /> ib/Fb' = 0.07 L/ 9507 torTL <br /> USEGLULFM3-1/8"ztfi-1/2" 24F-V4 <br /> v aa.oa <br />