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<br />ATTACHED ALUMINUM COVEns <br /> <br />MAX. ROOF BEAM SPANs FOR CARPORTS, SCRt::EN & 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'; LL. @ 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 NlPH 110 MI'H <br />2"x 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 'B'-1" 6'-7" 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 0.050"x TILT BEAM <br />5' g'-g" <br />6' B'-11" <br />7' 8'-3" <br />8' 7'-g" <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 /> <br />Ct:. -"'."--- tg:-1f) <br /> <br />~-'-'-g~'::::::6" .- <br />10' 9'-1" <br />11' B'-B" <br />12' B'-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 />S' 12'-0" <br />g' 11'-3" <br />10' 10'-S" <br />11' 10'-3" <br />12' g'-g" <br />2"x 6"x 0.050"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 />TABLE 2 <br /> <br />EXAMPLE <br /> <br />B'-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 />B'-10" <br />B'-3" <br />1'-g" <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'-g" <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 />9'-5" <br />g'-O" <br /> <br />10'-11" <br />10'-0" <br />9'-3" <br />8'-S" <br />S'-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'-B" <br />10'-1" <br />9'-B" <br />9'-3" <br /> <br />16'-11" <br />15'-6" <br />14'-4" <br />13'-5" <br />12'-S" <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 />B'-1" <br />7'-4" <br />6' -10" <br />6'-5" <br />6'-0" <br />5'-B" <br />5'-5" <br />5'-2" <br /> <br />g'-g" <br />8' -11" <br />B'-3" <br />7'-9" <br />7'-3" <br />6' -11" <br />6'-7" <br />6'-3" <br /> <br />12'-10" <br />11'-S" <br />10'-10" <br />10'-1" <br />9'-6" <br />9'-1" <br />B'-B" <br />B'-3" <br /> <br />15'-2" <br />13' -1 0" <br />12'-10" <br />12'-0" <br />11'-3" <br />10'-8" <br />10'-3" <br />9'-9" <br /> <br />17'-2" <br />15'-8" <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'-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 />S'-B" <br />S'-3" <br />S'-O" <br />5'-9" <br /> <br />11'-3" <br />10'-8" <br />g' -11" <br />9'-3" <br />B'-B" <br />S'-3" <br />6' -10" <br />1'-6" <br /> <br />13'-10" <br />12'-8" <br />11'-S" <br />10'-11" <br />10'-4" <br />g'-g" <br />9'-4" <br />B' -11" <br /> <br />15'-S" <br />14'-3" <br />13'-3" <br />12'-4" <br />11'-S" <br />11'-1" <br />10'-6" <br />10'-1" <br /> <br />LAWRENCE E. BENNETT, 1'.E. <br />CIVIL ENGINEER & DEVELOPMENT CONSUlTANT <br />PO. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX' 1 (904) 767.6556 <br /> <br /> <br />3 <br />49 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN flI.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. PE. <br /> <br />!"( <br />