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_ /"i� <br /> � ' [�'' <br /> � <br /> F <br /> �D� p"�"� ' a '�e�J/ <br /> t S`�co�/d+ wH�Z Q �R��¢cvq�� <br /> FLOOR BEAM UNDER WALL 7 ,� 1�Ft�IL <br /> P <br /> w <br /> Rn Re <br /> 2 2 2 2 1.75 1.75 <br /> ___-- - - - <br /> L= 11.5 ft. <br /> INPUT: <br /> w(DL) p�f 250 250 250 250 250 250 <br /> w (LL) p�f 600 600 600 600 265 265 <br /> w (TL) p�f 850 850 850 850 515 515 <br /> P (DL) Ibs 2010 <br /> P (LL) ibs 3050 <br /> P (TL) Ibs 0 0 0 5060 0 <br /> RESULTS: <br /> Ra(T�)= 6249 Ibs. Re(T�) = 7413 Ibs. <br /> Va (T�)= 6249 Ibs.(max.) Ve (T�) = 7413 Ibs.(max.) <br /> Mn (T�) = 0 ft.lbs. M/+-e (T�) = 22793 ft.lbs.(max.) Me (T�) = 0 ft.lbs. <br /> 4 (DL)= 4 (DL) = 0.089 Ifl. 4 (DL) _ <br /> 4 (LL) = 4 (LL) = 0.163 Ifl. 0 (LL)_ <br /> 0(TL)= 0(TL) = 0.251 Ifl. 0(TL) _ <br /> BEAM PROPERTIES: <br /> MATERIAL Fb Fv Fc�per� E x 10^6 GL Cv= R= <br /> Manuf.Lbr. GL 2400 265 650 1.8 1 1490 ft. <br /> Timber <br /> Dimen. Lbr. <br /> psi psi psi psi <br /> b d A S I Brg.Lgth. Co 1.15 <br /> 3.125 16.5 51.56 141.8 1169.8 0.28 CH 1 <br /> in. in. in^2 in^3 in.^4 ft. Cr 1 <br /> Ci 1 <br /> STRESSES: <br /> fv= 148 psi fv= 195 psi <br /> fb = 1929 psi <br /> RATIOS OF ACTUAL TO ALLOWABLE STRESSES: <br /> fv/Fv' = 0.48 fv/Fv' = 0.64 <br /> fb/ Fb' = 0.70 <br /> RATIOS OF SPAN TO DEFLECTION: <br /> L/ 848 for LL <br /> L/ 549 for TL <br /> USE GLULAM 3-1/8"x16.5" 24F-V4 <br /> v 3.3.03 <br />