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<br />.TABLE 2' <br /> <br />ATTACHED ALUM~UM COVERS <br /> <br />f <br />t<<j <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. = g' <br />LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" <br /> <br />\ ". <br /> <br /> <br />MAX. ROOF BEAM SPANS FOR CA~PORTS. SCREEN & VINYl ROOMS i~o <br />OTHER OPEN STRUCTURES W/ SOUD ROOFS 6063 T -6 ALLOY , <br /> <br />t <br />~ <br /> <br />120 ~PH <br />iii' <br />7'- 5"~! <br />6'- 9,l: <br />6'- 3"~ <br />s'-lO"~ <br />5'- 6,,~i <br />5'- 2 "I!, <br />5'- 0"" <br />4'- 9",' <br />: ! <br /> <br />BEAM SIZE <br />BEAM <br />LOAD WIDTH <br />2"x 3"xO.050" <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />12' <br />2"x 4"x 0.050"x <br />5' <br />6' <br />7' <br />8' <br />g' EXAMPLE <br />10' <br />11 ' <br />12' <br />2"x 4"x 0,044"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br />12' <br />2"x S"x 0.050"x <br />5' <br />6' <br />7' , <br />8' <br />g' <br />10' <br />11 ' <br />12' <br /> <br />@ COPYRIGHT, 1995 <br /> <br />BEAM SPAN FOR DESIGNATED LOADS <br />LIVE LOAD WINO LOAD <br />22#/SF 32#/SF 100 MPH 110 MPH <br />TIL T BEAM OR 2"x 3"xO.050" EXTRUSION <br />8'- 1" 6'- 7" 9'- a" <br />7'- 4" 6'- 0" 8'- 3" <br />6'-10" 5'- 6" 7'- 6" <br />6'- 5" 5'- 2" 7'- 2" <br />6'- 0" 4'-11" 6'- g" <br />5'= 8" 4'- 8" 6'- 5" <br />5'- 5" 4'- 5" 6'- 1" <br />5'- 2" 4'- 3" S'-tO" <br />TlL T BEAM <br />9'- 9" <br />8'-11" <br />8' - .3" <br />7'- 9" <br />7'- 3" <br />6'-11" <br />6'- 7" <br />6'- 3" <br />0.120" S.M.B. <br />12'-10" 10'- 5" <br />11'- 8" 9'- 6" <br />10'-10" 8'-10" <br />10'- 1" 8'- 3" <br />9'- 6" 7'- 9" <br />g' - 1" 7' - 5" <br />8'- 8" 7'- 0" <br />8'- 3" 6'- 9" <br />0.120" S.M.8. <br />15'- 2" 12'- 4" <br />13'-10" 11'- J" <br />12'-10" 10'- 5" <br />12'- 0" 9'- g" <br />11'- 3" 9'- 2" <br />10'- 8" 8'- 9" <br />10'- 3" 8'- 4" <br />9'- 9" 8'- 8" <br /> <br />8'- 0" <br />7' - 3" <br />6'- 9" <br />6'- 3" <br />5'-11" <br />5'- 7" <br />5'- 4" <br />5'- a" <br /> <br />1 0' -11" <br />10'- A" <br />9'- 3" <br />8'- 8" <br />8'- I" <br />7'- 9" <br />7'- 4" <br />7'- a" <br /> <br />14'- 4" <br />13'-1 " <br />12' - 1" <br />11'- 4" <br />10'- 8" <br />1 0' - 1" <br />g'- 8" <br />9'- 3" <br /> <br />16' -11" <br />15'- 6" <br />14'- 4" <br />13'- 5" <br />12'- 8" <br />12'- a" <br />11'- S" <br />10' -11" <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'-11" <br />6' - 7" <br />6'- 3" <br /> <br />12'-10" <br />11'- 8" <br />10'-10" <br />1 0' - 1" <br />9'- 6" <br />g'- 1" <br />8'- 8" <br />8'- 3" <br /> <br />15'- 2" <br />13'-10" <br />12'-10" <br />12'- A" <br />11'- 3" <br />10'- 8" <br />10'- 3" <br />9'- g" <br /> <br />8'-11" ;f <br />8'-- 1" f; <br />7' - 6'1ii <br />7' - o'~fr <br />6' - 8';~! <br />6'... 3"~; <br />~ it <br />6'- o"~ <br />5' 9"ff,' <br />.- ~: <br />..JIL <br />11~;li- <br />~' <br />10'- 8" i~ <br />9'-11" ~~ <br />9'- 3" !~ <br />ll>> <br />8'- 8"'~; <br />8'- 3" [l <br />, <br />6'-tO":; <br />7'- 6'1'1 <br />-~~- <br />13'-10" ~ <br />12'- 8" fJi <br />11'- 8" ~i <br />'{. <br />10'-11" If; <br />10'- 4" ~ <br />9'- 9"~,i; <br />9' 4" ff, <br />8 ,-=. 11" ~ <br />If <br />, . <br />ii <br />ii <br />.',t <br /> <br />l1&lwU'@(]i)@@ ~ ~@tl~ ~cf.30 <br />OVlL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA. FLORIDA :32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />r~ <br />~ <br />~ <br /> <br />Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PEF/MISSION FROM lAWRENCE E. BENNETT, P.E. <br /> <br />SEq nON; 3 <br />PA!~: 10";13 <br />I. <br /> <br />-50- <br /> <br />. , <br /> <br />f: <br />.1, <br />