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<br />ATTAChE!) ALUMINUM COVEns <br /> <br />t <br />i <br /> <br />MAX. RQOF BEAM sPANs FOR CARPORTS, SCREEN & VINyL <br />ROoMS ANo OTHER OPEN STRUCTURES WI sOllO ROOt=S 6063 <br />T-6 ALLoy <br /> <br />'=XAMPL'=: FOR SPAN "t" ON DRAWING USE LOAO WIDTH = "W"/2 + O,H. <br />2"x 4"x 0,050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O,H, = 9' <br />LOAD WITH = 9'; l.l. @ 22N/SF BEAM SPAN = 7'-3" <br /> <br />BEAM SIZE BEAM sPAN FOR DESIGNATED LoADS <br />BEAM LIVE LOAD WIND LOAD <br />LOAD WIDTH 221#/SF 321#/SF ioo Mp~ 110 MpH <br />2"x 3"xO.050"TllT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 '8'-1" 6'-7" 9'-0" <br />6 '7'-4" 6'-0" 8'-3" <br />7' 6'-10" 5'-6" 7'-6" <br />8 6'-5" 5'-2" . 7'-2" <br />9' 6'-0" 4'-11" 6'-9" <br />10' 5'-8" 4'-8" 6'-5" <br />11' 5'-5" 4'-5" 6'-1" <br />12' S'-2" 4'-3" 5'-10" <br />2"x 4"x 0.050"x TILT BEAM <br />5' g'-g" <br />6' 8'-11" <br />7' 8'-3" <br />8' 7'-g" <br />g' 7'-3" <br />10' 6'-11" <br />11' 6'-7" <br />12' 6'-3" <br />2"x 4"x 0.044"x 0.120" S.M.B. <br />5' 12'-10" <br />6' ._1-1-'-8:.... <br />7' (1 0' -1 0" ---) <br />8'-10'-1"..- - <br />9' ~G~ <br />10' 9'-1" <br />11' 8'-8" <br />12' 8'-3" <br />2"x S"x O.OSO"x 0.120" S.M.B. <br />5' 15'-2" <br />6' 13'.10" <br />7' 12'-10" <br />8' 12'-0" <br />9' 11'-3" <br />10' 10'-8" <br />11' 10'-3" <br />12' 9'-9" <br />2"x 6"x O.OSO"x 0.120" S.M.B. <br />5' 17'-2" <br />6' 15'-8" <br />7' 14'-6" <br />R' 13'-7" <br />9' 12'-9" <br />10' 12'-t" <br />11' 11'-1" <br />12' 10'-3" <br /> <br />TABLE 2 <br /> <br />EXAMPLE <br /> <br />8'-0" <br />7'-3" <br />6'-9" <br />6'-3" <br />5'.11" <br />5'-7" <br />5'-4- <br />S'-O" <br /> <br />10'-S" <br />9'-6" <br />8'.10" <br />S'-3" <br />7'-g" <br />7'-5" <br />7'-0" <br />6'-9" <br /> <br />12'-4" <br />11'-3" <br />10'-S" <br />9'-9" <br />9'-2" <br />S'-g" <br />S'~4" <br />S'-8" <br /> <br />14'-0" <br />12'-9" <br />1t'.10" <br />11'-1" <br />1D'--S" <br />g' -11" <br />9'-5" <br />9'-0" <br /> <br />10'-11" <br />10'-0" <br />9'-3" <br />8'-8" <br />S'-1" <br />7'-9" <br />7'-4" <br />7'-0" <br /> <br />14'-4" <br />13'-1" <br />12'-1" <br />11'-4" <br />10'-S" <br />10'-1" <br />g'-S" <br />9'-3" <br /> <br />16'-11" <br />15'-6" <br />14'-4" <br />13'-5" <br />12'-S" <br />12'-0" <br />11'-5" <br />10'-11" <br /> <br />19'-2" <br />17'-6" <br />t6'-2" <br />15'-2" <br />14'-3" <br />13'-7" <br />12'.11" <br />12'-4" <br /> <br />8'-1" <br />7'-4" <br />6'-10" <br />6'-5" <br />6'-0" <br />5'-8" <br />5'-5" <br />5'-2" <br /> <br />g'-g" <br />8' -11" <br />8'-3" <br />7'-9" <br />7'-3" <br />6' .11" <br />6'-7" <br />6'-3" <br /> <br />12'-10" <br />,11'-S" <br />, 10'.10" <br />10'-1" <br />9'-6" <br />g'-1" <br />S'-S" <br />8'-3" <br /> <br />15'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3" <br />10'-S" <br />10'-3" <br />g'-g" <br /> <br />17'-2" <br />15'-S" <br />14'-6" <br />13'-7" <br />12'-9" <br />12'-1" <br />11'-7" <br />10'-3" <br /> <br />t <br />1\ <br /> <br />i <br />I <br />r <br /> <br />i20 MPH <br /> <br />7'-5" <br />6'-9" <br />6'-3" <br />5' -10" <br />5'-6" <br />5'-2" <br />5'-0" <br />4'-9" <br /> <br />I: <br /> <br />8' -11" <br />8'-1" <br />7'-6" <br />7'-0" <br />6'-S" <br />6'-3" <br />6'-0" <br />5'-9" <br /> <br />~ <br />,. <br /> <br />~'~ <br />\ <br />I <br />I <br />J <br />! <br />i <br />r <br /> <br />11' ~3" <br />10'-8" <br />g' -11" <br />9'-3" <br />8'-8" <br />8'-3" <br />6' -10" <br />7'-6" <br /> <br />13'-10" <br />12'-8" <br />11'-8" <br />1 0' .11" <br />10'-4" <br />9'-9" <br />g'-4" <br />8' -11" <br /> <br />15'-S" <br />14'-3" <br />13'-3" <br />12'-4" <br />11'-8" <br />11'-1" <br />10'-6" <br />10'-1" <br /> <br />LAWRENCE l!:. bENNETT, r.E. <br />CIVIL J;NGrNEER " OnvnLOrMF.NT CONSUI.:rANT <br />P. o. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PltONE 1 (904) 767."774 <br />'AX' , (904) 767-6556 <br /> <br />3 <br />49 <br /> <br />C COPYRIGHT, 1996 <br />NOT 10 BE REPRODUCED IN WHOLE OR IN A\RT Wintour WRIDEN PERMISSION FROM LAWRENCE E. BENNETT, PE. <br />