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<br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STR,UCTURES 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 WIDT,H = 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"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 />7' 6'.10- 5'-6- 7'-6- <br />8 6'-5- 5'-2- 7'-2- <br />g' 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"x 4"x O.OSO"X TILT BEAM <br />5' g'-g" <br />6' 8'.11- <br />7' 8'-3. <br />8' 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 />8' 10'-1- <br />g' 9'-6- <br />10' 9'-1- <br />11' 8'-8. <br />12' 8'-3- <br />2"x 5"x 0.050"x 0.120" S.M.B. <br />5' 1 5'-2" <br />6' 13'-10" <br />7' 12'-10" <br />8' 12'-0" <br />g' 11'-3- <br />10' 10'-8. <br />11' 10'-3- <br />12' . 9'-9. <br />2"x &"X O.OSo"x 0.120" S.M.B. <br />5' 17'-2" <br />6' 15'-8- <br />7' 14'-6" <br />8' 13'-7" <br />g' '.' 12'-9" <br />10' 12'-1- <br />11':" 11'-1- <br />12' 10'-3" <br /> <br />.ATTACHED ALUMINUM COVERS . <br /> <br />',,-, <br /> <br />TABLE 2 <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 />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 />g'-g- <br />8'.11- <br />8'-3- <br />7'-9" <br />7'-3. <br />6'-11. <br />6'-7. <br />6'-3. <br /> <br />10'-11. <br />1 0'-0" <br />9'--:3- <br />8'~8. <br />8'-1. <br />7'-9. <br />7'-4. <br />7'-0. <br /> <br />--- <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'-10" <br />11'-a" <br />10'-10" <br />10'-1. <br />g'-6. <br />9'-1" <br />8'-8. <br />8'-3. <br /> <br />14'-4" <br />13'-1" <br />12'-1- <br />11'-4. <br />1 0'-8. <br />10'-1. <br />9'-8. <br />9'-3" <br /> <br />12'-4. <br />" 1-'--3. <br />10'-5- <br />g'-g. <br />9'-2" <br />8'-9" <br />8'-4" <br />8'-a. <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 />15'-2. <br />13'.10" <br />12'.10" <br />12'-0" <br />11'-3. <br />10'-8- <br />10'-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 />g'-o" <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'-9"';':(' .:,) <br />12'-1. <br />11'-7" "., <br />1 0'-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'-0. <br />5'-9. <br /> <br />11'-3. <br />1 o'~a. <br />g' -11- <br />9'-3. <br />8'-8. <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 />g'-4- <br />a' -11. <br /> <br />15'-a. <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. DENNEIT, P.E.' ' <br />avn. ENGINEER&: DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767...n.. <br />fAX , 1 (90<4) 767-6556 <br /> <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 /> <br />3 <br />49 <br />