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<br />"--" ' <br /> <br /> <br />~BLE 2 <br /> <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 />LflAD WIDTH 22'/SF 32'/SF 100 MPH 110 MPH <br />2":1: 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 '8'-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"): 4"x O.OSO"xTILT BEAM <br />5' g'-g- <br />6' 8'-11" <br />7' ' 8'-3- <br />8' 7'-9- <br />g' 7'-3" <br />10' 6'-11- <br />11' 6'-7- <br />12' 6'-3" <br />2",( 4"x O.044"x 0.120" S.M.B. <br />5' 12'-10" <br />6' 11'-a" <br />7' 1 0'-1 0" <br />8' 10'-1- <br />g' g'-6- <br />10' 9'-1" <br />11' 8'-8- <br />12' , 8'-3- <br />2" I[ 5"x O.OSO"x 0.120" S.M.B. <br />5' 15'-2" <br />6' 13'-10" <br />7' 12'-10" <br />8' 12'-0" <br />g' 11'-3" <br />10' 10'-a" <br />11' 1 0'-3- <br />12' 9'-9- <br />2", '"x O.OSO"X 0.120" S.M.B. <br />5' 17'-2" <br />6' 15'-a" <br />, 7' 14'-6" <br />8' 13'~~ <br />g' 12'-9" <br />10' 12'-1" <br />11' 11'-1" <br />12' 1 0'-3" <br /> <br />EXUdPLE <br /> <br />--..' <br /> <br />8'-0- <br />7'-3" <br />6'-9" <br />6'-3" <br />5'-11" <br />S'-~ <br />5'--4" <br />5'-0" <br /> <br />10'-5" <br />g'-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 />1 0'-5" <br />g'-g" <br />9'-2- <br />8'-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 />1 0'-11" <br />1 0'-0" <br />9'-3" <br />8'-,-8" <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 />1 0'-8" <br />10'-1- <br />9'-8- <br />g'-3" <br /> <br />16'-11" <br />15'-6" <br />14'--4" <br />13'-5" <br />12'-8" <br />12'-0" <br />11'-5" <br />1 0'.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 />8'-1" <br />7'-4" <br />6'-10" <br />6'-5" <br />6'-0" <br />5'-8" <br />5'-5" <br />5'-2" <br /> <br />g'-g" <br />8'-11" <br />8'-3- <br />7'-9- <br />7'-3" . <br />6'-"''' <br />6'-7" <br />6'-3" <br /> <br />12'-10" <br />11'-8" <br />10'-10" <br />10'-1" <br />g'-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 />10'-8" <br />10'-3" <br />g'-g" <br /> <br />17'-2" <br />15'-8" <br />14'-6" <br />13'-7" <br />12'-9" <br />12'-1" <br />11'-~ <br />10'-3" <br /> <br />120 MPH <br /> <br />7'-5" <br />6'-9" <br />6'-3" <br />5'-10" <br />S'-S" <br />5'-2" <br />5'-0" <br />4'-9- <br /> <br />8'-11" <br />B'-l" <br />7'-6" <br />7'-()" <br />6'-B- <br />6'-3" <br />6'-0" <br />5'-9" <br /> <br />11'-3" <br />1 O'-B" <br />g' -11" <br />g'-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 />g'-g- <br />9'-4" <br />8' -11" <br /> <br />15'-8" <br />14'-3" <br />13'-3" <br />12'--4" <br />11'-8" <br />11'-'" <br />10'-6- <br />10'-1" <br /> <br />\ <br />~ <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENGINEER &: DEVELOPMENT CONSUlIANT <br />P. O. BOX 4368 SOUTH CAYTONA. FL 32121 <br />PHONE 1 (904) 767~n4 <br />FAX' 1 (904) 767-6556 <br /> <br /> <br />3 <br />49 <br /> <br />C CiJPYRIGHT. 1996 <br />N01 TO BE REPRODUCED IN WHOLE OR IN R'.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br />