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<br />) <br /> <br />\ I <br />~_/ <br /> <br /> ~ " <br /> 24'-0" <br /> ~ ~ ' ' <br /> 23'-0" ~ ~ <br /> ~ ~ ~ ~ f)" <br /> ~ ,.-to ' , <br /> 22'-0" <br />~ ............ ~ ~ .. " ~ <br />:I: ~e) 2~ <br />~ 21'-0" ~':y::: ~ r-.: .~} <br /> ~ .P~ ~ ~ ~ <br />::!'l ~ <br />b 20'-0" ~t .e,J.O <br />I ~ ~ ~ ............ <br />it> ~ ~ <br />...c :> b" <br /> r-.... ...... <br />~, 19'-0" ~ ~ ~ :'-- '-.... <br />0 I---- <br />eo <br />~ 18'-0" ......... <br />h ~ ~ ~ <br />>< ~ ~ <br />h 17'- 0" ~ ~ <br />~ ~ <" <br />25 ............. . ~ ?"X <br />(I) 16'-0" ....... ~ rZ <br />:::> ~ ~ <br /> ~~ ~5 , <br />(I) "~v - S~l~. ... <br />Z 15'-0" <br />~ .ru:: ~ <br />:::> ~ ~ ~ <br />...:l -.SA..rr I--- <br />0 14'-0" <br />u """ I---.....- -- <br />z I---- <br />t.il <br />S 13'-0" <br /> ~ -- I--- <br /> " --- <br />t.il <br />o::l 12'-0" r--...... <br />(I) ............. ~ <br />~ ..........:2' <br />tl. 11 '-a" 'v,.. <br />(I) ......... ~ <br />~ ~ 20 ,\;'oJ <br />::!'l 10'-0" I.. <br /> ~ --..:. rz-: <br /> ---........ .. I--- --- <br /> g'-O" -- <br /> I ~~ <br /> 8'-0" <br /> 7'-0" <br /> 6'-0" 7'-0" 8'-0" g'-O" 10'-0" 11'-0" 12'-0" <br /> 6'-6" 7'-fJ 8'-fJ 0'-6" 10'-fJ 11'-6" <br /> <br />MAX. TRIBUTARY WIDTHS OF EDGE BEAMS <br />BEAM SPAN CURVES - 110 MPH WIND VELOCITY <br /> <br />- <br />'N <br /> <br />o <br />...f' <br /> <br />KENNETH C, ZECHII;L, PE i <br />CONSl)L TING ENGINEER ' <br />8766 BARCIN CIRCLE ! <br />RIVERVIEW, FL 33569-4950 _I <br />MAX., WII-.jO = lie I--\.P.I-l <br />~, <br />