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<br />ATTACHED ALUMINUM COVERS <br /> <br />TABLE 2 <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br />T-6 ALLOY <br /> <br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD 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. @ 22#/SF BEAM SPAN = 7'-3" <br /> <br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM LIVE LOAD WIND LOAD <br />LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH <br />2"x 3"xO.OSO" TILT BEAM OR 2"x 3"XO.OSO" EXTRUSION <br />5 '8'-1- 6'-r g'-O" <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 />g' 6'-0- 4'-11- 6'-9- <br />10' 5'-8- 4'-8- 6'-5- <br />11' 5'-5- 4'-5- 6'-1- <br />12' 5'-2- 4'-3- 5'-10- <br />2"x 4"x O.OSO"x TILT BEAM <br />5' g'-g- <br />6' 8'.11- <br />7' 8'-3- <br />8' 7'-9- <br />g' 7'-3- <br />10' 6'"11" <br />11' 6'-7" <br />12' 6'-3- <br />2"x 4"x O.044"x 0.120" S.M.B. <br />S' 12'-10- <br />6' 11'-8- <br />7' 10'-10" <br />8' 10'-1- <br />g' 9'-6" <br />10' 9'-1" <br />11' 8'-8- <br />12' 8'-3" <br />2"x S"x 0.050"x 0.120" S.M.B. <br />S' 15'-2" <br />6' 13'-10" <br />7' 12'-10" <br />8' 12'-0" <br />g' 11'-3" <br />10' 10'-8" <br />11' 10'-3" <br />12' g'-g" <br />2"x 6"x 0.050"x 0.120" 8.M.B. <br />5' 17'-2" <br />6' 15'-8" <br />7' 14'-6" <br />8' 13'-r <br />G' 12'-9" <br />10' 12'-1" <br />11' 11'-1" <br />12' 10'-3" <br /> <br />,;' <br /> <br />~~. <br /> <br />.'" <br />;..... <br />"~ <br /> <br />EXAMPLE <br /> <br />8'-0- <br />7'-3- <br />6'-9- <br />6'-3- <br />5'-11- <br />5'-r <br />5'--4- <br />5'-0- <br /> <br />10'-5- <br />9'-6- <br />8' -10- <br />8'-3" <br />7'-g- <br />7'-5" <br />7'-0- <br />6'-9" <br /> <br />12'-4" <br />11'-3- <br />10'-5" <br />g'-g" <br />9'-2- <br />8'-9" <br />8'--4" <br />8'-8- <br /> <br />14'-0" <br />12'-9" <br />11'-10" <br />11'-1- <br />10'-5" <br />9'-11" <br />9'-5" <br />g'-o" <br /> <br />10'.11- <br />10'-0- <br />9'-3- <br />8'-8" <br />8'-1- <br />7'-g- <br />7'--4- <br />7'-0" <br /> <br />14'-4" <br />13'-1" <br />12'-1- <br />11'-4- <br />10'-8- <br />10'-1" <br />9'-8" <br />9'-3" <br /> <br />16'-11" <br />15'-6- <br />14'-4" <br />13'-5" <br />12'-8" <br />12'-0" <br />11 '-5- <br />1 0' -11" <br /> <br />19'-2" <br />17'-6" <br />16'-2" <br />15'-2" <br />14'-3" <br />13'-r <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'-g- <br />7'-3" <br />6'-11- <br />6'-r <br />6'-3" <br /> <br />12'-10" <br />11'-8" <br />1 0'-1 0" <br />10'-1" <br />9'-6" <br />9'-1" <br />8'-8" <br />8'-3" <br /> <br />15'-2" <br />13'-10" <br />12' -1 0" <br />12'-0" <br />11 '-3" <br />10'-8" <br />10'-3" <br />g'-g" <br /> <br />17'-2" <br />15'-8" <br />14'-6" <br />13'-r <br />12'-9" <br />12'-1" <br />11'-r <br />10'-3" <br /> <br />120 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 />8'-11- <br />8'-1- <br />7'-6- <br />1'-0- <br />6'-8- <br />6'-3" <br />6'-0- <br />5'-9" <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 />g'-g" <br />g'--4" <br />8'-11" <br /> <br />15'-8" <br />14'-3" <br />13'-3" <br />12'-4" <br />11'-8" <br />11'-1" <br />10'-6" <br />10'-1" <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVll.. ENGINEER & DEVELOPMENT CONSIJUANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX # 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />49 <br /> <br />