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<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: LQAO 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,050"TIL T BEAM OR 2"x 3"xO,050"EXTRUSION <br />5 'a'-l. 6'-r g'-o. <br />6 '7'--4. 6'-0. a'-3. <br />7' 6'-10. 5'-6. 7'-6. <br />a 6'-5. 5'-2. 7'-2. <br />g' 6'-0. 4'-11. 6'-9. <br />10' s'-a. 4'-a" 6'-5" <br />11' 5'-5. 4'-5. 6'-1. <br />12' 5'-2. 4'-3. 5'-10" <br />2"x 4"x 0,050" x TILT BEAM <br />5' 9'-9. <br />6' a'-11. <br />7' a'-3" <br />a' 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 />5' 12'-10" <br />6' 11'-8" <br />7' 10'.10. <br />a' 10'-1" <br />g' 9'-6. <br />10' 9'-1. <br />11' a'-a. <br />12' a'-3. <br />2"x 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 />g' 11'-3. <br />10' 10'-a. <br />11' 10'-3. <br />12' g'-g. <br />2"x 6"x O,050"x 0,120" S.M,B, <br />5' 17'-2," <br />6' lS'-a. <br />7' 14'-6" <br />a' 13'-7" <br />g' 12'-9. <br />10' 12'-1. <br />11' 11'-1" <br />12' 1 0'-3" <br /> <br />TABLE 2 <br /> <br />EXAMPLE <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'-g. <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 />g'-s. <br />g'-o. <br /> <br />10'-11" <br />10'-0" <br />9'~3. <br />8'-8. <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'-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 />10'-11. <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 />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 />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'-8. <br />10'-10" <br />10'-1. <br />g'-6. <br />9'-1" <br />a'-8. <br />8'-3. <br /> <br />15'-2. <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3. <br />10'-8. <br />10'-3. <br />9'-9. <br /> <br />17'-2. <br />lS'-a. <br />14'-6. <br />13'-7" <br />12'-9. <br />12'-1. <br />11'-7" <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 />7'-0. <br />6'-8. <br />6'-3. <br />~6'-o. <br />5'-9. <br /> <br />11'-3. <br />10'-8. <br />g' -11. <br />9'-3. <br />8'-a. <br />8'-3. <br />6'-10. <br />7'-6. <br /> <br />13'-10" <br />12'-8. <br />11'-8. <br />10'-11. <br />10'-4. <br />9'-9. <br />9'--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 />..- <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER ok DEVELOPMfNr CONSUIIANT <br />P. O. BOX 04368 SOUTH o,..YTONA, FL 32121 <br />PHONE 1 (904) 767-4n4 <br />fAX , 1 (904) 767-6556 <br /> <br /> <br />o 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 />