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5. 15 kios ',2,[~6 kil::)~ <br /> <br /> ', < ........................................................ > [ Bp a n ( 'f~k ) ~= 22 <br /> <br />ends oi nncd <br /> <br />SUMbI~RY Q~- BEA~I <br /> <br />TRIANGULAR LC)AD <br /> <br />Max at left, suppt: Dead <br />I,.,en~]th ~o O lc, ad :,~ 2',,E' fi; <br />OC beam sBa¢:ing = 1 f~: <br /> <br />'Z:ON-;ENTRATED LOADS: <br /> <br />LOAD NO. P,'=I)L. ( ,~ ) <br /> <br /> P --- 1 .25 <br /> <br />P-LL ( [.,' ) X ( f ~, ) <br /> <br />,mi <br />. $.,~. '7 <br /> <br />[ U,,,,,I.._AI'I BEAM -'- DE~IGN CRITERIA <br /> <br /> 1. Allowable Bending,p~i; Fb = 2400 <br />' 2. A.t].,::'.,wable She?ar, Osi: Fv = 165 <br />3. Mod of Ela~ticity, psi: E = 1800000 <br />. 4. Duratiort c,f load fac~*::,r = li15 <br /> 5.. Live Load: Deflection < t. / 360 <br /> t~,. D+I._ I..,:;,ad: Deflection < L / :240 <br /> '7~ (.Jr~bra,;ed top edg~ <br /> in region of +M ('¢'b): Lu = 0 <br /> 8. t,Jnbraced bo'l:tom edge <br /> in r89:[,:,n of -M (ft): I_u 0 <br />9. Ere suar~ lgth ratio~ le/lu= 1,92, <br />I(3. Al.l,;;;,wed overs(rests: (%)/100= ,01 <br />.I.l. Ex,".t'.:t Boam WIDT'R (ir~); b = 3. I. 25 <br /> <br />~erx:t :i. n9 <br /> <br />F':EAM !:i; I Z !E : <br /> <br /> <br />