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, ' <br /> . <br /> TSE Engineering Job#:�Z j 3 <br /> By: l� <br /> Page: ���� �f <br /> � <br /> ��i�/o a R � �W��� � <br /> FLOOR BEAM 0 ��Od� <br /> �. � �► �, .�. <br /> � <br /> RA Re <br /> 1 1 1 1.166667 1.166667 1.166667 <br /> L= 6.5 ft. ' <br /> I N PUT: <br /> w (DL) pif 115 115 115 75 75 75 <br /> w(LL) pif 260 260 260 260 260 260 <br /> w(TL) pif 0 375 375 375 335 335 335 0 <br /> P (DL) �bs <br /> P (LL) �bs <br /> P (TL) ibs 0 0 0 0 0 0 0 <br /> RESULTS: <br /> Rn(T�) = 1181 Ibs. Re(T�) = 11 16 Ibs. <br /> Vn (T�) = 1181 Ibs.(max.) VB(T�) = 1116 Ibs.(max.) <br /> Mn (T�) = 0 ft.lbs. Mn-e (T�) = 1856 ft.lbs.(max.) MB (T�) = 0 ft.lbs. <br /> 4 (DL)= 4 (DL) = 0.002 In. 4 (DL) _ <br /> 4 (LL) = 0 (LL) = 0.005 III. 4 (LL) _ <br /> 4 (TL) = 0 (TL) = 0.007 In. 4 (TL) _ <br /> BEAM PROPERTIES: <br /> MATERIAL Fb Fv Fc(perp) E x 10^6 GL Cv = R = <br /> Manuf.Lbr. GL 2400 265 650 1.8 1 24027 ft. <br /> Timber <br /> Dimen. Lbr. <br /> psi psi psi psi <br /> b d A S I Brq.Lqth. C� 1 <br /> 3.125 16.5 51.56 141.8 1169.8 0.05 CH 1 <br /> in. in. in.^2 in.^3 in.^4 ft. Cr 1 <br /> Ci 1 <br /> STRESSES: <br /> fv = 19 psi fv = 19 psi <br /> f b = 157 psi <br /> RATIOS OF ACTUAL TO ALLOWABLE STRESSES: <br /> fv/ Fv' = 0.07 fv / Fv' = 0.07 <br /> fb/ Fb' = 0.07 <br /> RATIOS OF SPAN TO DEFLECTION: <br /> L/ 15841 for LL <br /> L/ 11672 for TL <br /> USE GLULAM 3-1/8x16-1/2" 24F-V4 <br /> v 3.3.03 <br />