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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: LOAD 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"EXTRU810N <br />5 '8'-1" 6'-7" g'-O" <br />6 '7'-4" 6'-0" 8'-3" <br />7' 6'-10" 5'-6- 1'-6" <br />S 6'-5" 5'-2" 1'-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 /> <br />TABLE 2 <br /> <br />2" <br /> <br />" <br /> <br />" <br /> <br />5' g'-g" <br />6' 8'-11" <br />7' S'-3" <br />8' T-9" <br />EXAMPLE g' 1'-3" <br />10' 6'-11" <br />11' 6'-7" <br />12' 6'-3" <br />2"x 4"x O.044"x 0.120" 8.M.B. <br />5' 12'-10- <br />6' 11'-8" <br />l' 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 O.050"x 0.120" 8.M.B. <br />5' 15'-2" <br />6' 13'-10" <br />l' 12'-10" <br />8' 12'-0" <br />g' 11'-3" <br />10' 10'-8" <br />11' 10'-3" <br />12' g'-g" <br />2"x &"x O.050"x 0.120" 8.M.B. <br />5' 11'-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 />B'-O" <br />1'-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 />T-9" <br />1'-5- <br />1'-0" <br />6'-9" <br /> <br />12'-4" <br />11'-3" <br />10'-5" <br />g'-g- <br />9'-2" <br />B'-9" <br />S'-4" <br />S'-S" <br /> <br />. 14'-0" <br />12'-9" <br />11'-10" <br />11'-1" <br />10'-5" <br />g' -11" <br />g'-S" <br />g'-O" <br /> <br />8'-1" <br />1'-4- <br />6'-10- <br />6'-5" <br />6'-0- <br />5'-8" <br />5'-5" <br />5'-2" <br /> <br />120 MPH <br /> <br />1'-5" <br />6'-9" <br />6'-3" <br />5'-10" <br />5'-6" <br />5'-2" <br />5'-0- <br />4'-9" <br /> <br />1 0' -11" g'-g" B' -11" <br />10'-0" B' -11" B'-l" <br />9'-3" S'-3" 1'-6" <br />S'-S" T-9" 1'-0" <br />S'-1" 1'-3- 6'-S" <br />T-9" 6' -11" 6'-3- <br />1'-4" 6'-7" 6'-0" <br />1'-0" 6'-3" S'-g" <br />14'-4" 12'-10- 11 '-3" <br />13'-1" 11 '-8" 10'-8" <br />12'-1" 10'-10" g' -11" <br />11 '-4" 10'-1" 9'-3" <br />10'-S" 9'-6" S'-S" <br />10'-1" 9'-1" S'-3" <br />g'-S" S'-S" 6'-10" <br />9'-3" S'-3" 7'-6. <br />16'-11" 15'-2" 13'-10" <br />15'-6" 13'-10" 12'-S" <br />14'-4" 12'-10" 11'-S" <br />13'-5- 12'-0" 1 0' -11" <br />12'-S" 11'-3" 10'-4- <br />12'-0- 10'-8" g'-g" <br />11 '-5" 10'-3" g'-4" <br />10'-11" g'-g" 8' -11" <br /> <br />19'-2" <br />17'-6" <br />16'-2" <br />15'-2- <br />14'-3" <br />13'-T' <br />12'-11. <br />12'-4" <br /> <br />11'-2" <br />1S'-S" <br />14'-6" <br />13'-T' <br />12'-9" <br />12'-1" <br />11'-7" <br />10'-3" <br /> <br />15'-8" <br />14'-3" <br />13'-3- .,. <br />12'-4" \~J <br />11 '-8", '\,,\.~- <br />11'-,1~\'\ "'\.- <br />1~~~ S\" <br />0~0 ~~"'0 <br />~ ". <br /> <br />, .. <br /> <br />LAWRENCE E. BENN.1>tT,P.E. <br />CIVIL ENGINEER & DEVELOPMENT'CONSUlIANT <br />P. 0, BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX" 1 (904) 767-6556 <br /> <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Ai\RTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, <br /> <br />3 <br />49 <br />