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<br />TABLE 2 <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br /> <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br /> <br />T-6 ALLOY <br /> <br />EXAMPLE: FOR SPAN "~' 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 120 MPH <br />2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 '8'-1" 6'-7" 9'-0" 8'-1" 7'-5" <br />6 '7'-4" 6'-0" 8'-3" 7'-4" 6'-9" <br />7' 6'-10" 5'-6" 7'-6" 6'-10" 6'-3" <br />8 6'-5" 5'-2" 7'-2" 6'-5" 5'-10" <br />9' 6'-0" 4'-11" 6'-9" 6'-0" 5'-6" '" <br />1 0' 5'-8" 4'-8" 6'-5" 5'-8" 5'-2" <br />11' 5'-5" 4'-5" 6'-1" 5'-5" 5'-0" <br />12' 5'-2" 4'-3" 5'-10" 5'-2" 4'-9" <br />2"x 4"x 0.050"x TILT BEAM <br />5' 9'-9" 8'-0" 10'-11" 9'-9" 8',11" <br />6' 8'-11" 7'-3" 10'-0" 8'-11" 8'-1" <br />7' 8'-3" 6'-9" 9'-3" 8'-3" 7'-6" <br />8' 7'-9" 6'-3" 8'-8" 7'-9" 7'-0" <br />EXAMPLE 9' 7'-3" 5'-11" 8'-1" 7'-3" 6'-8" <br />10' 6'.11" 5'-7" 7'-9" 6'-11. 6'-3" <br />11' 6'-7" 5'-4" 7'-4" 6'-7" ~6'-0" <br />12' 6'-3" 5'-0" 7'-0" 6'-3" 5'-9" <br />2"x 4"x O.044"x 0.120" S.M.B. <br />5' 12'-10" 10'-5" 14'-4" 12'-10" 11'-3" <br />6' 11'-8" 9'-6" 13'-1" 11'-8" 10'-8" <br />7' 10'-10" 8'.10" 12'-1" 10'-10" 9',11" <br />8' 10'-1" 8'-3" 11'-4" 10'-1" 9'-3" <br />9' 9'-6" 7'-9" 10'-8" 9'-6" 8'-8" <br />10' 9'-1" 7'-5" 10'-1" 9'-1" 8'-3" <br />11' 8'-8" 7'-0" 9'-8" 8'-8" 6"10" <br />12' 8'-3" 6'-9" 9'-3" 8'-3" 7'-6" <br />2"x 5"x 0.050"x 0.120" S.M.B. <br />5' 15'-2" 12'-4" 16"11" 15'-2" 13'-10" <br />6' 13"10" 11'-3" 15'-6" 13'-10" 12'-8" <br />7' 12"10" 10'-5" 14'-4" 12'-10" 11'-8" <br />8' 12'-0" 9'-9" 13'-5" 12'-0" 10'-11" <br />9' 11'-3" 9'-2" 12'-8" 11 '-3" 10'-4" <br />10' 10'-8" 8'-9" 12'-0" 10'-8" 9'-9" <br />11' 10'-3" 8'-4" 11'-5" 10'-3" 9'-4" <br />12' 9'-9" 8'-8" 10'-11" 9'-9" 8'.11" <br />2"x 6"x 0.050"x 0.120" S.M.B. <br />5' 17'-2" 14'-0" 19'-2" 17'-2" 15'-8" <br />6' 15'-8" 12'-9" 17'-6" 15'-8" 14'-3" <br />7' 14'-6" 11'-10" 16'-2" 14'-6~ 13'-3" <br />8' 13'-7" 11'-1. 15'-2" 13'-7" 12'-4" <br />9' 12'-9" 10'-5" 14'-3" 12'-9" 11'-8" <br />10' 12'-1" 9'.11" 13'-r 12'-1" 11'-1" <br />11' 11'-1" 9'-5" 12'-11" 11'-r 10'-6" <br />12' 10'-3" 9'-0" 12'-4" 10'-3" 10'-1" <br /> <br />LAWRENCE E. DENNETT, P.E. <br />Clvn. ENGINEER oft DEVELOPMENT CONSUU'ANT <br /> <br />P. O. BOX <4368 SOUTH CM\YTONA, Fl 32121 <br />PHONE 1 (904) 767.4774 <br />FAll' 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN FJl>.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />3 <br />49 <br />