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Both E.~n(,J,~ pi, nned <br /> <br />SUMMARY OF BEAM L_OAD,e..~ <br /> <br />TRIANGULAR LOAD: <br /> <br />Max at left suDpt~' Dead = <br />Length to 0 load = 18 ft <br />OC: beam spacing =~ I ft <br /> <br />EiLU-,-LAM BEAM - DESI6N CRITERTA <br /> <br /> :[. Allowable Bending,psi: Fb = 2400 <br /> 2. Allowable Shear¢ p..~i: Fv ...= .165 <br /> 3. Ilod c:,f Elasticity, psi: E = 180()000 <br /> 4. Duration of load factor == <br /> 5. Live Load: Dmflect;ien < L / ~60 <br /> 6. D+[_ Load: Defle,ati,:)r'~ < L / 240 <br /> '7. L.Jnbr. a~d top edge <br /> J,n region of +M ('f~): Lu ,* 0 <br />' 8, L.Ir'*braced bottom edge <br /> ie region of ,-M (ft): I_L~ = 0 <br /> 9. Elf span lg~b ratio: le/lu= <br /> 10. Allowed overstres~; (%)/100= <br /> .I. 1. Exact Beam WIDTH (in): b = 5.125 <br /> <br />BEAM ,':,I ZI.:. = <br /> <br />Bending sbress: <br /> <br />De¢:u'J I....,:':,ac:l Dr? [' ]. e,:; t, i, ,:-',['~ <br />L i, w:? I._oz:'.td De f I c) ':: I; ~ "r~ <br /> <br /> <br />