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<br />EXAMPLE FOR SPAN "L" ON DRAWING USE LOAD WIDTH __ "W"/2r O.H. <br />. 2"x 4"x 0050" TILT BEAM: L_OAD WIDTH -. 14'/2 + 2'OH. _ g' <br />. LOf\D WITH -- g'; LL. @ 22#/SF BEAM SPAN _ 7'- ~)" <br />BEf\M SIZE F1EAM SPAN FOR DESiGNA TE.D l_OADS <br />BEI\M LIVE LOAD WiND l_OAD <br />LOAD WID TH 22#/SF J2#/SF 100 MPH 110 MPH 1 L'O MPH <br />"'-~-~- ----.--. <br /> <br />llL 1 El[AM or~ 2"x j"xO.050" E.XTRUSIOt\J__________________________ <br />8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5" <br />7'- ,1" 6'- 0" 8'- ]" 7'- 4" 6'- g" <br />6'-10" 5'- 6" 7'- 6" 6'-10" 6'- ]" <br />6'-- 5" 5'-- 2" 7'- 2" 6'- 5" 5'-10" <br />6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" <br />5'-- 8" 4'- 8" ES'- 5" 5'- 8" 5'- 2" <br />:')'- 5" 4'-.5" 6'--'1" 5'- 5" 5'- 0" <br />12' 5' - 2" 4' -- ]" 5' -..10" 5' - 2" 4' _ g" <br />2"x 4"x O.050"x TILT BEAM ___._________________________________________ <br />g' 9" 8'- 0" 10'-11" g'- 9" 8'--11" <br />8'''-11'' 7'-]" 10'-- 0" 8'-11" 8'..- 1" <br />8'- j" 6'-. 9" g'-. ]" 8'- ]" 7'- 6" <br />7'-. 9" 6' -- .3" 8' - 8" 7' -. 9" 7'- 0" <br />7' - S' 5' -- 11 ,. 8' - 1" 7' - .3" 6 ' - 8" <br />6 '-11 " 5 '.. 7" 7' - 9" 6' -11" 6' _.. ]" <br />6'-- 7" 5'- 4" 7'- 4" 6'- 7" 6'- 0" <br />6'-- j" S'u 0" 7'- 0" 6'- ]" 5'- 9" <br />0.044"x 0,120" S.M 8. ________________________________.___________ <br />12'-10" 10'- 5" <br />11'-- b" g'- 6" <br />10'-10" 8'-10" <br />10'- 1" 8'- ]" <br />g'- 6" 7'- 9" <br />9'- 1" 7'- 5" <br />8'-- 8" 7'- 0" <br />8'- .3" (3' -- 9" <br />0.050"x 0.120" S.M f3._ __ _ ._____.___________.________________________._ <br />15'- 2" <br />13'--10" <br />I ,{-1 0" <br />12' - 0" <br />11' - j" <br />1 0' -- ,'-)" <br />1C)'__ 3" <br />g'- 9" <br /> <br />I <br /> <br />l) i 11 L, r\ \ <br /> <br />,It'l)l, jli,,;!:, W/ '<11;(1 ,<(II)">, b(\b.' ' <br /> <br />!\ <br /> <br />2"x 3"xO.050" <br />5' <br />6' <br />7' <br />8' <br />9' <br />10' <br /> <br />11 ' <br /> <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />12' <br /> <br />2"x 4"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />L)' <br />2"x :S"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br />12' <br /> <br />EXAMPLE <br /> <br />12'- <br />11' -- <br /> <br />4" <br />3" <br />S" <br />q" <br />2' <br />Sl" <br />4" <br />.'1" <br /> <br />16' --11" <br />15' -- 6" <br />14'- 4" <br />1 j'.- 5" <br /> <br />15'- 2" <br />13'-10" <br />12'-10" <br />12'- 0" <br />11'- ]" <br />10'- 8" <br />1 0'- 3" <br />9'- g" <br /> <br />U'-10" <br />12'- 8" <br />11'- 8" <br />1 (I' -- 11 " <br />10'- 4" <br /> <br />10' <br /> <br />0' <br />.! <br /> <br />c:' <br />:J <br />R' <br />8' - <br /> <br />1)"- 8" <br />1 :~' -- 0" <br />11 '- 5" <br />1 () 'n 1 ]" <br /> <br />9'-,- 9" <br /> <br />g'.... 4" <br />8'-11 " <br /> <br />.!j' <br /> <br />[bC1DWI]'@[jj]@@ ~c W@[JJ[]D@UalJ ~C~~O <br />CIViL ENGINEER AND DEVELOPMENT CONSULTANT <br />f) O. BOX 4369 S. DAYTONA, FLORiDA 32121- 43E'8 <br />f"HONE' (904) 767-4774 <br />fAX: (904) 767-6556 <br /> <br />@ COf"rR'CfH. 199:', fHll [(1 IJfu r;:EPF<OnUC'EI; if, WHOLE OR IN PART WIThOUT WRITTf:N <br />P[l,MI'';Si()N 'ROM LAWI"! NeE E. E3ENNE-TT, PT. <br /> <br />SECTIOf~: 2 <br /> <br />PAGE 9=~2 <br /> <br />-32- <br /> <br />'" <br />