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Beam Mrk: RB-1 <br /> <br /> ..... 9~ <br />4.6'FJ3 kiDS ,,..'~ 3'47 kJ.~s <br /> I < .................................> I <br /> <br />Both ends pinned <br /> <br />SUMM~I?Y OF BEAM LOADS <br /> <br />TRIANGULAR LOAD: <br /> <br />Max at left f~uo~t: Deacl := 240 ~)s'r <br />Length t,:, 0 load = 2:2 ft <br />OC beam spacing <br /> <br />GLU-,I,_AM gEAM ~ DESItiN CRITERI~ <br /> <br /> 1,. Allowable Bending,psi: Rb = 2400 <br /> :2. ~llowable Shear, psi: Fy ~ 165 <br /> 3, Mod of Elasticity, psi: E = 1800000 <br /> 4. Durati,z,n of load factor = <br /> 5. I...ive Load: Deflection < L / D60 <br /> 6. D+L L~ad: Deflection .::: L / 240 <br /> 7. Unbraced top edge <br /> in region of +M (ft): Lu = 0 <br /> 8, Unbraced bottom edge <br /> in region of '-M (ft): I_u = 0 <br />9. Elf ~[)an igt~ ratio: ],e/lu= 1,92 <br />J.O, Alloweci overstress: (%)/100= .01 <br />:1.~,. Exact Beam WIDTH (in): b = <br /> <br />BEAM <br /> <br />[,..J ve I.._oad De f ] e,::: ~; .i ,:-..~ <br />D+I._ t,,,oad D{~, '~ ] r:~,-.-~ i c,n <br />A11 c, wahl i,,_~ bendi np <br /> <br /> <br />