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<br />ATTACHED ALUMINUM COVERS <br /> <br />-.. <br /> <br />TABLE 2 <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"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 'S'-l" 6'-r g'-O. <br />6 '7'-4. 6'-0. S'-3" <br />7' 6'-10. 5.-6. 7'-6. <br />S 6'-5. 5'-2. 7'-2. <br />g' 6'-0. 4'-11" 6.-9. <br />10' 5'-S" 4.-S" 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' g'-9" <br />6' S'-11. <br />7' S'-3. <br />S' 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'-a- <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"x 5"x 0.050"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 />10' 10'-S. <br />11' 10'-3" <br />12' 9'-9" <br />2"x &"X O.050"x 0.120" S.M.B. <br />5' 17'-2" <br />6' 15'-S" <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 />EXAMPLE <br /> <br />S'-o. <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 />g'-g. <br />9'-2. <br />S'-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 />g'-O. <br /> <br />10'-11. <br />10'-0" <br />9.......:3. <br />S'~S. <br />S'-l. <br />7'-g. <br />7'-4. <br />7'-0. <br /> <br />14'-4. <br />13'-1. <br />12'-1. <br />11'-4. <br />10'-S. <br />10'-1. <br />9'-S. <br />9.-3. <br /> <br />16'-11. <br />lS'-~ <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 />S'-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'-8. <br />10'-10" <br />10'-1. <br />9'-6. <br />9'-1. <br />8'-8. <br />8'-3. <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 />17'-2. <br />15'-8. <br />14'-6. <br />13'-7'" <br />1 2'-9" <br />12'-1. <br />1 1'-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 />S' -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'-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 />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 &: DEVELOPMENT CONSUIIANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHOHE 1 (904) 767-4n4 <br />fAX . 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN A'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br /> <br />3 <br />49 <br />