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<br />ATTACHED ALUMINUM COVERS <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN Be 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 p.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 />S '8'-1" 6'-7" 9'-0" <br />6 ']'-4" 6'-0" 8'-3" <br />7' 6'-10" S'-6" 7'-6" <br />S 6'-S" S'-2" 7'-2" <br />9' 6'-0" 4'-11" 6'-9" <br />10' S'-S" 4'-S" 6'-S" <br />11' S'-S" 4'-S" 6'-1" <br />12' S'-2" 4'-3" S'-10" <br />2"x 4"x O.050"x TILT BEAM <br />S' 9'-9" <br />6' S'-ll" <br />7' S'-3" <br />S' 7'-9" <br />9' 7'-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 />S' 12'-10" <br />6' 11 '-8" <br />7' 10'-10" <br />S' 10'-1" <br />9' 9'-6" <br />10' 9'-1" <br />11' S'-S" <br />12' S'-3" <br />2"x 5"x O.050"x 0.120" 8.M.B. <br />S' lS'-2" <br />6' 13'-10" <br />7' 12'-10" <br />S' 12'-0" <br />9' 11'-3" <br />10' 10'-S" <br />11' 10'-3" <br />12' 9'-9" <br />2"x 6"x O.050"x 0.120" 8.M.B. <br />S' 17'-2" <br />6' lS'-S" <br />7' 14'-6" <br />S' 13'-7" <br />9' 12'-9" <br />10' 12'-1" <br />11' 11'-1" <br />12' 10'-3" <br /> <br />TABLE 2 <br /> <br />EXAMPLE <br /> <br />S'-O" <br />7'-3" <br />6'-9" <br />6'-3" <br />S' -11" <br />S'-7" <br />S'-4" <br />S'-O" <br /> <br />10'-S" <br />9'-6" <br />S'-10" <br />S'-3" <br />7'-9" <br />7'-S" <br />7'-0" <br />6'-9" <br /> <br />12'-4" <br />11 '-3" <br />10'-S" <br />9'-9" <br />9'-2" <br />S'-9" <br />S'-4" <br />S'-S" <br /> <br />14'-0" <br />12'-9" <br />11'-10" <br />11'-1" <br />10'-S" <br />9'-11" <br />9'-S" <br />9'-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 />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'-6" <br />14'-4" <br />13'-S" <br />12'-S" <br />12'-0" <br />11'-S" <br />10'-11" <br /> <br />19'-2" <br />17'-6" <br />16'-2" <br />lS'-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'-S" <br />6'-0" <br />S'-S" <br />S'-S" <br />S'-2" <br /> <br />g'-g" <br />S' -11" <br />S'-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 />S'-S" <br />S'-3" <br /> <br />lS'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11 '-3" <br />10'-S" <br />10'-3" <br />g'-g" <br /> <br />17'-2" <br />lS'-S" <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'-S" <br />6'-9" <br />6'-3" <br />S'-10" <br />S'-6" <br />S'-2" <br />S'-o" <br />4'-9" <br /> <br />8'-11" <br />S'-l" <br />7'-6" <br />7'-0" <br />6'-S" <br />6'-3" <br />6'-0" <br />S'-g" <br /> <br />11'-3" <br />10'-S" <br />9'-11" <br />g'-3" <br />S'-S" <br />S'-3" <br />6'-10" <br />7'-6" <br /> <br />13'-10" <br />12'-8" <br />11 '-8" <br />10'-11" <br />10'-4" <br />g'-g" <br />g'-4" <br />S'-ll" <br /> <br />lS'-8" <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 />CIVIL ENGINEER &: DEVELOPMENT CONSUlJ'ANT <br />P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 <br />PHONE 1 (904) 767-4774 <br />FAX /I 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flt.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br /> <br />3 <br />49 <br />