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ATTACHED ALUMINUM COVERS MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 ALLOY EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = ''W"/2 + O,H, 2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'-3" BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.OSO"EXTRU810N 5 '8'-1- 6'-7- 9'-0- 6 '7'-4- 6'-0- 8'-S- 7' 6'-10- 5'-6- 7'-6- 8 6'-5- 5'-2- 7'-2- 9' 6'-0- 4'-11- 6'-9- 10' 5'-8- 4'-8- 6'-5- 11' 5'~5- 4'-5- 6'-1- 12' 5'-2- 4'-S- 5'-10- 2"x 4"x O.OSO"X TILT BEAM 5' 9'-9- 6' 8'-11- 7' 8'-S- 8' 7'-9- 9' 7'-S- 10' 6'-11- 11' 6'-r 12' 6'-S- 2"x 4"x O.044"x 0.120" 8.M.B. 5' 12'-10" 6' 11'-8- 7' 10'-10" 8' 1 0'-1- 9' 9'-6- 10' 9'-:"1- 11' 8'-8- 12' S'-S- 2"x 5"x O.OSO"x 0.120" 8.M.B. 5' 15'-2" 6' 1S'-10" 7' 12'-10" 8' 12'-0- 9' 11'-S- 10' 10'-8- 11' 10'-S- 12' 9'-9- 2"x 6"x O.OSO"x 0.120" 8.M,B. 5' 17'-2- 6' 15'-8- 7' 14'-6- 8' 1S'-7" 9' 12'-9- 10' 12'-1- 11' 11'-1- 12' 1 O'-S- TABLE 2 EXAMPLE 8'-0- 7'-S- 6'-9- 6'-S- 5'-11- 5'-r 5'-4- 5'-0- 10'-5- 9'-6- S'-10- 8'-S- 7'-9- 7'-5- 7'-0- 6'-9- 12'-4- 11'-3" 10'-5" 9'-9- 9'-2- 8'-9- 8'-4- 8'-8- 14'-0" 12'-9" 11'-10" 11'-1- 1 0'-5- 9'-11- 9'-5- 9'-0- 1 0'.11- 1 0'-0" 9'-S- S'-8- 8'-1- 7'-9- 7'-4- 7'-0- 14'-4- 1S'-1- 12'--,1- 11'-4- 10'-S- 10'-1- 9'-8- 9'-3- 16'-11- 15'-6- 14'-4- 1S'-5" 12'-8- 12'-0" 11'-5- 1 0'-11- 19'-2- 17'-6- 16'-2- 15'-2- 14'-3" 1S'-7" 12'.11- 12'-4- 8'-1- 7'-4- 6'-10- 6'-5- 6'-0- 5'-8- 5'-5- 5'-2- 9'-9- 8'-11- S'-S- 7'-9- 7'-S- 6'-11- 6'-7- 6'-S- 12'-10" 11'-S- 10'.10" 1 0'-1- 9'-6- 9'-1- S'-8- 8'-3- 15'-2- 13'-10" 12'-10" 12'-0" 11 '-3- 10'-8- 10'-3- 9'-9- 17'-2- 15'-8- 14'-6- 13'-7" 12'-9" 12'-1- 11'-7" 10'-S- 120 MPH 7'-5- 6'-9- 6'-3- 5'-10- 5'-6- 5'-2- 5' -()" 4'-9- 8' -11- S'-1- 7'-6- 7'-0- 6'-S- 6'-3- 6'-0- 5'-9- 11'-3" 10'-8" 9'-11- 9'-3- S'-8- 8'-3- 6'-10- 7'-6- 13'-10" 12'-8" 11'-8" 10'-11- 10'-4- 9'-9- 9'-4- 8'-11- 15'-8- 14'-3- 13'-3- 12'-4- 11'-8" 11'-1- 10'-6- 10'-1- LAWRENCE E. BENNETT, P.E. CIVIL ENGINEER &: DEVELOPMENT CONSUU'ANT P. O. BOX 4368 SOUTH DAYTONA. Fl 32121 PHONE 1 (904) 767.4n4 FAX /I 1 (904) 767-6556 C COPYRIGHT. 1996 NOT TO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E.