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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 "~' 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.OSO"TILT BEAM OR 2"x 3"xO.OSO"EXTRUSION <br />S '8'-1" 6'-r 9'-0" <br />6 '7'-4" 6'-0" 6'-3" <br />7' 6'-10" S'-6" 7'-6" <br />8 6'-S" S'-2" 7'-2" <br />9' 6'-0" 4'-11" 6'-9" <br />1 0' S'-8" 4'-8" 6'-S" <br />11' S'-S" 4'-S" 6'-1" <br />. 12' 5'-2" 4'-3" 5'-10" <br />2"x 4"x O.OSO"X TILT BEAU <br />S' 9'-9" <br />6' 8'-11" <br />7' 8'-3" <br />8' 7'-9" <br />9' 7'-3" <br />10' 6'-11" <br />11' 6'-r <br />12' 6'-3" <br />2"x 4"x O.044"x 0.120" S.U.B. <br />5' 12'-10" <br />6' 11'-8" <br />7' 10'-10" <br />6' 10'-1" <br />9' 9'-6" <br />10' 9'-1" <br />11' 6'-8" <br />12' 8'-3" <br />2"x S"x O.OSO"x 0.120" S.U.B. <br />S' 15'-2" <br />6' 13'-10" <br />7' 12'-10" <br />6' 12'-0" <br />9' 11'-3" <br />10' 10'-8" <br />11' 10'-3" <br />12' g'-g" <br />2"x &"x O.050"x 0.120" S.M.B. <br />S' 17'-2" <br />6' lS'-8" <br />7' 14'-6" <br />8' 13'-7" <br />9' 12'-9" <br />la' 12'-1" <br />11' 11'-1" <br />12' 10'-3" <br /> <br />. ~ ... <br /> <br />TABLE 2 <br /> <br />EXAMPLE <br /> <br />-- <br /> <br />8'-1" <br />7'-4" <br />6'-10" <br />6'-S" <br />6'-0" <br />S'-8" <br />S'-S" <br />S'-2" <br /> <br />8'-0" <br />7'-3" <br />6'-9" <br />6'-3" <br />S' -11" <br />5'-7" <br />S'-4" <br />5'-0" <br /> <br />1 0'-11" <br />1 0'-0" <br />9'-':'3" <br />8'-8" <br />6'-1" <br />7'-g" <br />7'-4" <br />7'-0" <br /> <br />9'-9" <br />8'-11" <br />8'-3" <br />7'-g" <br />7'-3" <br />6'-11" <br />6'-r <br />6'-3" <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />10'-S" <br />g'-6" <br />8'-10" <br />8'-3" <br />7'-g" <br />7'-5" <br />7'-0" <br />6'-9" <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 />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 />12'-4" <br />11'-3" <br />1 O'-S" <br />g'-g" <br />9'-2" <br />8'-9" <br />8'-4" <br />8'-8" <br /> <br />16'-11" <br />lS'-6" <br />14'-4" <br />13'-5" <br />12'-8" <br />12'-0" <br />11'-S" <br />10'-11" <br /> <br />lS'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3" <br />1 0'-8" <br />1 0'-3" <br />9'-9" <br /> <br />14'-0" <br />12'-9" <br />11'-10" <br />11'-1" <br />1 0'-5" <br />g' -11" <br />9'-S" <br />9'-0" <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 />17'-2" <br />lS'-8" <br />14'-6" <br />13'-7" <br />12'-9" <br />12'-1" <br />11'-7" <br />10'-3" <br /> <br />LAWRENCE E. DENNEIT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlTANT <br /> <br />P. o. BOX 4368 SOUTH Oot.YTONA, FL 32121 <br />PHOHE 1 (904) 767-4174 <br />fA)( ,. 1 (904) 767-6556 <br /> <br />120 MPH <br /> <br />7'-S" <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 />S'-9" <br /> <br />11'-3" <br />1 0'-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 />1 0'-4" <br />9'-9" <br />9'-4" <br />8'-11" <br /> <br />lS'-8" <br />14'-3" <br />13'-3" <br />12'-4" <br />11'-8" <br />11'-1" <br />1 0'-6" <br />10'-1" <br /> <br /> <br />3 <br />49 <br />