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<br />"",--, . <br /> <br /> <br />ATTACHED ALUMINUM COVERS <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 />al::AM 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")[ 3"xO.050"T1L T BEAM OR 2"x 3"xO.050"EXTRUS10N <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' 5'-2-4'-3- 5'-10" <br />2":1: 4"x O.050"x TILT BEAM <br />5' 9'-9. <br />6' 8'-11" <br />7' 8'_3. <br />8' 7'-9.' <br />9' 7'_3- <br />10' 6'-11- <br />11' 6'-7. <br />12' 6'-3. <br />2">,: 4"x O.044"x 0.120" S.M.B. <br />5' 12'.10- <br />6' 11 '-8" <br />7' 10'.10- <br />8' 10'-1. <br />9' 9'-6. <br />10' 9'-1. <br />11' 8'-8. <br />12' . 8'-3. <br />2" 5"x O.050"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 />1 0' 1 0'-8" <br />1 l' 10'-3- <br />12' 9'-9- <br />2": ( &"X O.050"x 0.120" S.M.B. <br />5' 17'-2" <br />6' 1 5'-8" <br />. 7' 14'-6- <br />8' 13'-:-7" <br />9' 12'-9- <br />10' 12'-1. <br />1 l' 11 '-1. <br />12' 1 0'-3" <br /> <br />E~ i\MPLE <br /> <br />----. <br /> <br />\ <br />~ <br /> <br /> <br />8'-0. <br />7'-3. <br />6'-9" <br />6'-3" <br />5'-11" <br />5'-7- <br />5'-4. <br />5'-0- <br /> <br />10'-5. <br />9'-6" <br />8'-10. <br />8'-3- <br />7'-9- <br />7'-5- <br />7'-0- <br />6'-9- <br /> <br />12'-4. <br />11'-3. <br />10'-5" <br />9'-9" <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 />9'-0. <br /> <br />10'-11- <br />10'-0- <br />9'-3. <br />8'-,-B. <br />8'-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'-8- <br />10'-1" <br />9'-B. <br />9'-3- <br /> <br />16'-11. <br />15'-6" <br />14'-4- <br />13'-5. <br />12'-B. <br />12'-0" <br />11'-5. <br />10'-11- <br /> <br />19'-2" <br />17'-6. <br />1 6'-2- <br />1 5'-2- <br />1 4 '-3- <br />13'-T <br />12'"11- <br />12'-4. <br /> <br />B'-l- <br />7'-4" <br />6'-10- <br />6'-5" <br />6'-0. <br />5'-8" <br />5'-5- <br />5'-2" <br /> <br />9'-9" <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'-B- <br />10'-10" <br />10'-1" <br />9'-6. <br />9'-1. <br />B'-B- <br />B'-3" <br /> <br />15'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3" <br />10'-B" <br />10'-3" <br />9'-9" <br /> <br />17'-2" <br />lS'-B" <br />14'-6" <br />13'-7" <br />12'-9" <br />12'-1" <br />11'-T <br />10'-3. <br /> <br />120 MPH <br /> <br />7'-5" <br />6'-9" <br />6'-3" <br />5',10. <br />S'-6- <br />5'-2" <br />5'-0" <br />4'-9- <br /> <br />B' -11" <br />8'-1. <br />7'-6- <br />7'-0. <br />6'-8" <br />6'-3. <br />6'-0. <br />5'-9- <br /> <br />1 1'-3- <br />10'-B- <br />9' -11- <br />9'-3- <br />8'-8. <br />8'-3" <br />6'-10- <br />7'-6- <br /> <br />13'-10" <br />12'-8" <br />1 1'-8- <br />10'-11- <br />10'-4" <br />9'-9" <br />9'-4" <br />B' -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 />elVD. ENGINEER ok DEVELOPMENT CONSUlIANT <br />P. 0, BOX ..368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767...n.. <br />FAX . 1 (90") 767-6556 <br /> <br />C C(IPYRIGHT, 1996 <br />Nor fO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT; P.E. <br /> <br />':.i',.,'.~'~" <br />49 <br /> <br />~. . ~ ~ <br /> <br />3 <br />