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<br />'--"' <br /> <br /> <br />~BLE 2 <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 />BE ,AM SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM LIVE LOAD WIND. LOAD <br />LCIAO WIDTH 22#/SF 32#/SF 100 MPH 110 MPH <br />2") 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 />T 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.OSO"x TILT BEAM <br />5' g'-g- <br />6' 8'-11- <br />T 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'-a'" <br />T 10'-10" <br />8' 10'-1- <br />9' 9'-6. <br />10' 9'-1- <br />11' 8'-8- <br />12' , 8'-3- <br />2"::1: S"x O.OSO"x 0.120" S.M.B. <br />, 5' . 15'-2" <br />6' 13'-10" <br />7' 12'-10" <br />S' 12'-0" <br />9' 11'-:r' <br />10' 10'-a'" <br />11' 10'-:r' <br />12' 9'-9. <br />2"K 6"x O.OSO"x 0.120" S.M.B. <br />5' 17'-2" <br />6' 15'-a'" <br />, 7' 14'-6'" <br />8' 13'-,.~ <br />9' 12'-g" <br />10' 12'-1- <br />11' 11'-1- <br />12' 10'-3" <br /> <br />E)O~MPLE <br /> <br />~' <br /> <br />'--- <br /> <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 />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'-11- <br />10'--0" <br />9'-3. <br />S'-:-S. <br />8'-1- <br />7'-9. <br />.7'--4- <br />7'-0. <br /> <br />g'-g- <br />8'-11- <br />8'-3. <br />7'-9- <br />7'-3- , <br />6'-H- <br />6'-7- <br />6'-3. <br /> <br />120 MPH <br /> <br />7'-5- <br />6'-9- <br />6'-3- <br />5'-10- <br />S'-6. <br />S'-2. <br />S'-o. <br />4'-9- <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 />11'-:r' <br />10'-a'" <br />9'-11- <br />g'-3- <br />'S'-8- <br />8'-3- <br />6'-10. <br />7'-6- <br /> <br />13'-10" <br />12'-a'" <br />11'-a'" <br />, 10'-11- <br />10'--4- <br />g'-g. <br />g'--4- <br />8'-11. <br /> <br />lS'-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 E. BENNETT, P.E. <br />aVll.. ENGINEER .t DEVELOPMENT CONSUlIANT <br />P. O. Bo)( 4368 SOUTH CA.YTONA, FL 32121 <br />PHONE 1 (90-4) 767Jon4 <br />FAX . 1 (90-4) 767-6556 <br /> <br />C C lPVRIGHT. 1996 <br />NOl TO BE REPRODUCED IN WHOLE OR IN fll.RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETt P.E. <br /> <br /> <br />10'-5" <br />g'-6- <br />S'-10- <br />8'-3- <br />7'-9- <br />7'-S- <br />7'-0- <br />6'-9- <br /> <br />14'--4- <br />13'-1. <br />12'-1. <br />11'--4. <br />10'-a'" <br />10'-1- <br />g'-S. <br />g'-3. <br /> <br />12'-10" <br />11'-a'" <br />10'-10. <br />10'-1. <br />g'-6. <br />9'-1. <br />S'-S. <br />,8'-3. <br /> <br />12'--4. <br />11'-3. <br />10'-S. <br />g'-g. <br />9'-2. <br />8'-9. <br />8'--4. <br />S'-8. <br /> <br />16'-11. <br />lS'-6'" <br />14'--4- <br />13'-5" <br />12'-8. <br />12'-0" <br />11'-S. <br />10'-11- <br /> <br />15'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3. <br />1 0'-8. <br />1 0'-3. <br />g'-g. <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 />19'-2" <br />17'-6'" <br />16'-2" <br />15'-2" <br />14'-3- <br />13'-7" <br />12'-11- <br />12'--4. <br /> <br />17'-2- <br />15'-a'" <br />14'-6- <br />13'-7" <br />12'-g" <br />12'-1- <br />11'-7" <br />1 O'-:r' <br /> <br />.. <br /> <br /> <br />3 <br />49 <br />