Laserfiche WebLink
<br />, <br /> <br />ATJrACHED ALUMJNUM COVERS <br /> <br />t <br />1 ~ <br />Jq <br /> <br />\ jl <br /> <br /> <br />TABLE 2, MAX. ROOF BEAM SPANS FOR CA~PORTS, SCREEN & VINYL ROOMS ,;~O <br />-.o:rHER OPEN STRUCTURES W/ SOUD ROOFS 6063 T -6 ALLOY :~i <br /> <br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. ;~i <br />2"x 4"x 0.050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = 9' i <br />LOAD WITH = 9'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" f; <br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS ~; <br />BEAM LIVE LOAD WIND LOAD ~,:; <br />LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120,: PH <br />2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION .( <br />5' 8'- 1" 6'- 7" 9'- 0" 8'- 1" 7'- 5"~: <br />6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9'~ <br />7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3"!! <br />8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10"i1'! <br />g' 6'- A" 4'-11" 6'- 9" 6'~ a" 5'- 6,,~i <br />10' 5'= 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2"~i <br />11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- a";. <br />12' 5'- -2" 4'- 3" 5'-10" 5'- 2" 4'~ g"r! <br />2"x 4"x 0.050"x TILT BEAM ;! <br />- 5' 9'- 9" 8'- 0" 10'-11" 9'- g" 8'~'-'- <br />6' 8'-11" 7'- 3" 10'- 0" 8'-11" 8'-- 1" t; <br />7' 8'- .3" 6'- 9" 9'- 3" 8'- ]" 7'- 6'\i! <br />8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- n'~ti <br />g' EXAMPLE 7'-.3" 5'-1'" 8'- 1" 7'- .3" 6'- 8"~ <br />la' 6'-11" 5'- 7" 7'- 9" 6'-11" 6'.. .3"~! <br />11' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- O"~ <br />12' 6'- 3" 5'- 0" 7'- 0" 6'- 3" 5' g"~i <br />2"x 4"x O.044"x 0.120" S.M.8. JL <br />5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11' _ 3" ~! -- <br />6' 11'- 8" 9'- 6" 13'- 1" 11'- 8" 10'.- 8" r!; <br />7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" ~I <br />8' 1 0' - 1" 8' - .3" 11 ' - 4" 10' _ 1" 9' _ 3" ;li <br />l)ir <br />g' g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8'il: <br />~~' r~ ~:: ;::: g: 'g::: ~:, ~::. ~" ~;:.,~:,~. <br /> <br />12' 8'- 3" 6'- 9" 9'- 3" 8'- 3" 7'- 6'~1; <br />2"x 5"x O.OSO"x 0.120" S.M.B. ~ <br />5' 15'- 2" 12'- 4" 16'-11" 15'- 2" 13'~1O" ~ <br />6' 13'-10" 11'-.3" 15'- 6" 13'-10" 12'- 8" ~i <br />7" 12'-10" 10'- 5" 14'- 4" 12'-10" 11' 8" II, <br />8' 12'- 0" 9'- g" 1.3'- 5" 12'- 0" 10'~11" ~ <br />g' 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" ~ <br />10' 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9"~: <br />11' 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" tf. <br />12' 9'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11" I <br /> <br />- I <br />m <br />~i,' <br />~ <br />~J. <br />t~ <br /> <br />[!:.&IWU'@UD@@ ~ ~@nUs, ~.g, <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />I='HONE~ (904) 767-4774 <br />F'AX; (904) 767-6556 <br /> <br />@ COPYRIGH T. 1995 <br /> <br />." <br /> <br />Nor 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PEf-olM1SSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SE:< rON; 3 <br />PA~ f: 10";13 <br /> <br />-60- <br /> <br />I <br />'t <br />..r <br />