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Job Name': DALKE <br /> Beam My'k; ~ <br /> <br />13.4],~ kips 6.~:~6,'~ ki[)s <br /> <br /> : <- ................................. ::,. ', S~) an ( f t ) = ~, 5 <br /> <br />Both ends pinned <br /> <br />.~UMMARY OF BEAM LOADS <br /> <br />CDNCEN]-RA]'ED LOAD~: <br />LOAD NO. ~-DL,(k) <br /> <br />F',.-,I,.L (k) <br /> <br />P ,- ~ 7.41 1:.:_,:.~7 4- 83 <br /> <br />J, n <br /> <br />BEAM ..... D~-,-~ IGN <br /> ..~.IT~R IA <br /> <br />Allowable K~ending,psi: ~b .-= <br />Allowable Shear, psi: Fv = <br />Mod of Elasticity~ ps~: E = <br />Dura~i,:;,n of load factow = <br />Live Lc, ad: Deflection < L / <br />D+[.. I,,,,,')ad: Deflection < L / <br />LJnbraced tod edge <br />in region of +M (ft): Lu = <br />I,Jr'~braced bot~om edge <br />in region of --M (ft): Lu = <br />Elf ~;~pan lgth ra'~io: ],e/lu= <br />A ]. 1 ,:.~]ed over s ~ r e~s: ( % ) / ;, 00= <br />Exa,:t Beam WIDTH ~n): b = <br /> <br />240() <br />165 <br />:[ 800000 <br />i.i5 <br />360 <br />2 4 0 <br /> <br />,15 <br />i, 92 <br /> <br />5. :[25 <br /> <br />Dead <br /> Load <br /> <br /> <br />