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<br />'''-"' <br /> <br /> <br />BlE 2 <br /> <br />ATI4CHt:D ALUMINUM COVERS <br /> <br />MAX~ROOF SEAM SPANS FOR CARPORTS. SCREEN lit VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063, <br />T-ij ALLOY ; <br /> <br />E>':,4MPLE: FOR SPAN "L.:"ON D,RAWING USE LOAD WIDTH = "W"/2 + O.H. <br />~"x 4"x 0.050" TILT ~,I;AM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' <br />LOAD WITH;; 9'; L.L. @ 22ft/SF BEAM SPAN = 7'-3" . <br /> <br />BE I~M SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM ,LIVE LOAD WIND,LOAD <br />LeAD WIDTH 22#J/SF 32#J/SF 100 MPH 110 MPH <br />2"), 3"xO.050"TILT BEAM OR 2"x 3"xO.050"EXTRUSION <br />5 '8'-1. 6'-7- 9'-0- <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 />9' 6'--Q" 4'."- 6'-9- <br />1 0' 5'-8. 4'-a- 6'-S- <br />11' S'-S. 4'-5- 6'-1- <br />12' 5'-2- '4'-S- 5'.10. <br />2"]1 4"x O.050"x TaL T BEAM <br />5' 9'-9" <br />6' 8'-11' <br />7' . 8'-3. <br />a' 7'-9-' <br />g' 7'-3" <br />10' 6'.11- <br />11' o'';''7~ <br />12' , 6'-3" <br />2"]i 4"x O.044"x 0.120" S.M.B. <br />S' 12'..10- <br />6' 11 '-8" <br />7' , 10'.10- <br />8' 10'-1. <br />g' 9'-6" <br />10' 9'-1. <br />11', a'-a- <br />. 12' . 8'-3- <br />2";1 5"x O.050"x 0.120" S.M.B. <br />, 5' ' 15'-2" <br />6' lS'.lo- <br />7' 12'.10" <br />a' 12'-0- <br />9' 11'-3" <br />1 0' 10'-8" <br />1 l' 10'-S- <br />12' ' g'-g" <br />2"): 6"x O.050"X 0.120" S.M.B. <br />, 5' 17'..,..2" <br />0' 15'..,..8" <br />, 7' 14'-6" <br />,8' , : 13'-:-7" <br />9' ' 12'-e- <br />10' 12'-1" <br />11' 11'-1. <br />12' 10'-3" <br /> <br />:11 <br />II <br /> <br />EXIIMPLE <br /> <br />-..' <br /> <br />~' <br /> <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 />10'-5. <br />9'-6. <br />8'.10. <br />a'-s- <br />7'-g- <br />7'-5- <br />7'-0- <br />6'-9. <br /> <br />12'-4- <br />11'-3- <br />10'-S- <br />9'-9- <br />9'-2. <br />8'-9- <br />a'--4- <br />8'-a- <br /> <br />14'-0" <br />12'-9- <br />11'.10" <br />, 11'-1- <br />10'-5" <br />g' .11- <br />g'-S- <br />9'-0- <br /> <br />10'.11- <br />1 0'-0" <br />g'-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 />10'-8- <br />10'-1. <br />9'-a" <br />g'-s- <br /> <br />16'.11. <br />lS'-6" <br />14'--4- <br />13'-S. <br />12'-a- <br />12'-0- <br />11 '-S- <br />10'.11- <br /> <br />19'-2" <br />17'-6- <br />16'-2- <br />15'-2- <br />14'-3. <br />13'-r <br />12'-11. <br />12'--4- <br /> <br />8'-1. <br />7'~- <br />6'.10- <br />6'-5- <br />6'-0. <br />s'-a- <br />S'-S- <br />S'-2- <br /> <br />9'-9. <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 />1 0'.1 O. <br />10'-1. <br />9'-6. , <br />9'-1. <br />a'-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'-S. <br />9'-9. <br /> <br />17'-2- <br />, 15'-a. <br />14'-6. <br />13'-r <br />12'-9" <br />12'-1" <br />11'-r <br />10'-3. <br /> <br />120 MPH <br /> <br />7'-S- <br />6'-9. <br />6'-3. <br />5'.10. <br />S'-6. <br />S'-2. <br />S'-O- <br />4'-9. <br /> <br />8'.11. <br />8'-1- <br />7'-6- <br />7'-0. <br />0'-8- <br />6'-3- <br />0'--0- <br />S'-g- <br /> <br />11'-3. <br />10'-8- <br />9'-11. <br />,9'-3-, <br />a'-8. <br />a'-3. <br />6'-10. <br />7'-6- <br /> <br />lS'.lO" <br />12'-a. <br />11'-6. <br />10'-],- <br />10'-4- <br />9'-9. <br />9'--4. <br />a' -11- <br /> <br />1S'-a. <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. DENNEn, P.E. <br />ClYU. ENOlNSER ct DIiVELOPMENr CONSUlIANT <br /> <br />P. o. aox 436ll SOUTH D,\YTONA, FL 32121 <br />PI10HC 1 (904) 7t:.7-4n4 <br />FAll . 1 (904) 76HiSsa <br /> <br /> <br />o Cl ,flYAIGHT. 1996 <br />N01 ro BE REPROOU,CEC ~ WHOle OR IN IMT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT. RE. <br /> <br />3 <br />49 <br />