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Jc, b Name: DAL. KE <br />Beam Mr k: RB--.4 <br /> <br /> 3.5 x 7.25 <br /> <br />655 ki~::)~ ,655 I<:i, pc~ <br /> <br /> Soan(ft)= ~ 1 <br /> <br />Both ~nds pinne~ <br /> <br />SUMMARY OF BEAM [...OAD£~ <br /> <br />CONCENTRATED LOADS: <br /> <br />LOAD NO, P-DL(k) <br /> <br />P-I...I.. ( k ) <br /> <br />X ( 'l' t ) <br /> <br />P 1 . 49 . B:2 5.5 <br /> <br />WOOD BEAM - DESIGN CRITERIA <br /> <br /> ;. Alic, wal'.)le Bending,psi: Fb = 1250 <br /> :2. A1 ]l. owabl e Shear ~ psi: Fv ~ 95 <br /> 3. Mod ,::,'F Elasticity, ~si: <br /> 4. DuratJ, on of load factc, r = 1. 15 <br /> 5. Live Load: Deflection < L / 360 <br /> 6. D+L Lc, ad: Deflection < L / 240 <br /> 7. Unbraced top edge <br /> :i.n regic, n of +M (ft): Lu = 0 <br /> 8. tJr~brac~d b,:;,ttom edge <br /> <br />lO, Allowed overstre5s: (%)/100= .01 <br />ll. Exact B~?am WIDTH (in): b = 3.5 <br /> <br />BEAT,el f:';l'}.'.'.E : <br /> <br />'f,'q ....f"l ,"~ h r I.. <br /> <br />D+L L.c, ad De f 1 ~'~,::: t i ,::;,n <br />A1 ], c*wab 1 e F21~r'~(;,I i, ng <br /> <br /> <br />