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<br />ATTACHED ALUM.HUM CO"~AS <br /> <br />MAx. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STffUCTURES WI SOLlO 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 LOAn <br />LOAD WIDTH 22#/SF 32#/SF 100 MpJ.f 110 MPH <br />2"x 3"xO,050"TILT BEAM OR 2"x 3"XO.OSO"EXTRUSION <br />5 '8'-1" 6'-7" 9'--0. <br />S '7'-4" 6'-0" 8'-3" <br />T 6'.tO" 5'-6" 7'-6" <br />8 6'-5" 5'-2" 7'-2. <br />9' 6'-0. 4',11" S'-g" <br />to' S'-S" 4'-S. 6'-5" <br />11' 5'-5" 4'-5" 6'-1" <br />12' 5'-2" 4'-3" 5'.10" <br />2"x 4"x O.050"x TilT BEAM <br />S' 9'-9" <br />6' 8'. t 1" <br />7' 8'-3" <br />8' 7' -9" <br />9' 7'-3" <br />10' S'.11" <br />1 t' s'-1' <br />12' S'-3" <br />2"x 4"x O.044"x 0,120" S.M.B. <br />5' 12'.10. <br />6' 11'-8" <br />l' to'-10" <br />8' to'-1. <br />9' 9'-6" <br />10' 9'-1" <br />11' 8'-8" <br />12' S'-3" <br />2"x 5"x O.050"x 0.120" S.M.B, <br />5' 15'-2" <br />6' 13'-10" <br />l' 12'.10" <br />S' 12'-0" <br />9' 1 t'-3" <br />10' to'-s" <br />11' 10'-3" <br />12' g'-g" <br />2ftx 6"x 0.05O"x 0.120" S,M.B, <br />- 5' 17'-2" <br />S' 1S'-S" <br />7' t 4'-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 />EXAMPl.E <br /> <br />8'-0" <br />7'-3" <br />s'-g" <br />6'.-3. <br />5'-11" <br />5'-7" <br />5'-4' <br />5'-0" <br /> <br />10'-0' <br />9'-6" <br />8'-10" <br />8'-3' <br />7' -g" <br />7'-S" <br />7'-0" <br />6'--9" <br /> <br />12'-4" <br />11'-3. <br />10'-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 '.1 0" <br />11'-1" <br />10'-.5" <br />g',11" <br />9'-5" <br />9'-0" <br /> <br />10' -11" <br />10'-0" <br />9'-3. <br />S'-8" <br />8'-1. <br />7'-9" <br />7'-4" <br />7'~" <br /> <br />14'-4" <br />13'-1" <br />12'.-1" <br />11'-,4" <br />10'-8" <br />10'-1" <br />g'-S" <br />9'.-3" <br /> <br />1S'-1'. <br />15'-0' <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 />*!~:~~ <br /> <br />8'-1. <br />7'-4" <br />6'.10" <br />G'-S. <br />G'-O" <br />S'-S" <br />5'-5. <br />5'_2" <br /> <br />9'-9" <br />8'-1'. <br />8'-3" <br />7'-9" <br />7'-3" <br />6'-11" <br />S'-7" <br />6'-3" <br /> <br />12'-10" <br />11'-e. <br />10'.10" <br />10'-1" <br />9'-S" <br />9'-1" <br />S'-S" <br />S'-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'-o" <br /> <br />17'-2. <br />15'-S" <br />14'-6. <br />13'-r <br />12'-9" <br />t2'-1" <br />1t'-r <br />10'-3" <br /> <br /> <br />120 MPH <br /> <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'~" <br />7'-0" <br />6'-8. <br />6'-3" <br />6'-0' <br />5'-9" <br /> <br /> <br />11 '-3" <br />10'-S" <br />9'-1 t" <br />9'-3" <br />8'-S" <br />0'-3. <br />6'-10. <br />7'~" <br /> <br />13' .1 0" <br />12'-8" <br />11'-8. <br />'10'.". <br />10'-4" <br />g'-g. <br />9'-4" <br />A'-11. <br /> <br />:,'1; <br />.. -~' <br /> <br /> <br />15'-S" <br />14'-3" <br />13'-3" <br />12'-4" <br />11 '_So <br />1 "-1" <br />10'-S" <br />10'-1" <br /> <br />LAWRENCE E. BkNNETT, P.R. <br />CIVIL ENG[!IIEF.R .1\ DEVELOPMENT CONSUlTANT. <br />po, BOX ..369 SOUTH DAYTONA. Fl 3:1121 <br />1'1<0,,( 1 (90") 767.~77" <br />fAX" t (90.) 767.6556 <br /> <br />i.;;,' <br />,.~' <br /> <br />; "'j i <br /> <br /> <br />.. I <br />~.]~~ <br />""i:~:: <br />{t~~ <br />'!f~:J <br /> <br />C COPYRIGHT. 1996 <br />NOT TO BE RI:PAOOUCED IN WHOLE OR IN ~AT WITHOUT WRITTEN PERMISSION mOM LAWRENCE e BI:NNEIT. PE. <br /> <br /> <br />3 <br />49 <br /> <br />, <br /> <br />c,, t_t\. .). .'j1~j <br />, .V~f..:Jli:',,<~.,.... . ~{:';N '~f1;~ <br />