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SCW::EIE~ED ENCLOSURES: SCRlEEN I VINVL WALLS AND SlOllD ClOVER TAbLE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES wi SOLID ROOFS 6063 T -6 ALLOY EX,0,MPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "w"/2 + O,H, 2"x 4"x 0,050" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. - g' LOAD WITH = g'; L,L. @ 22#/SF BEAM SPAN = 7'- 3" BE/1M SIZE BEAM SPAN FOR DESIGN A TED LOADS L:EAM LIVE LOAD WIND LOAD LO,'\D WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH 2"> 3"xO.050" TILT BEAM OR 2"x 3"xO,050" EXTRUSION_________-'-____________ 5' 8'- 1" 6'- 7" g'- 0" 8'- 1" 7'- 5" 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- 9" 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" 8' 6'- 5" 5'- 2" 7'- 2" 6'- 5" 5'-10" g' 6'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" '1 0' 5' - 8" 4' - 8" 6' - 5" 5' - 8" 5' - 2" ,1' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" 2">; 4"x 0.050"x TILT BEAM 5' 9'- 9" 6' 8'-11" 7' 8'- 3" 8' 7'- 9" 9' EXAMPLE 7' - 3" 10' 6'-11" 'I l' 6'- 7" '12' 6'- 3" --8c-O~---10~1~~----9~-9~----8~~~~------- 7'- 3" 10'- 0" 8'-11" 8'- 1" 6'- g" g'- 3" 8'- 3" 7'- 6" 6'- 3" 8'- 8" 7'- g" 7'- 0" 5'-11" 8'- 1" 7'- 3" 6'- 8" 5'- 7" 7'- g" 6'-11" 6'- 3" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 5'- 0" 7'- 0" 6'- 3" 5'- g" 2J1;j:: 4JJx 0.044"x 0.120" S.M.B. _______________________________________ 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" 10'- 1" 8'- 3" 11'''':'' 4" 10'- 1" 9'- 3" g'- 6" 7'- g" 10'- 8" g'- 6" 8'- 8" g'- 1" 7'- 5" 10'- 1" g'- 1" 8'- 3" 8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" 8'- 3" 6'- 9" g'- 3" 8'- 3" 7'- 6" 0.050"x 0.120" S.M,B. _______________________________________ 15'- 2" 12'- 4" 16'-11" 15'- 2" 13'-10" 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" 12'- 0" 9'- 9" 13'- 5" 12'- 0" 10'-11" 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- g" 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" g' - 9" 8' - 8" 1 0' - 1 ,.' 9' - g" 8' -11 .. 5' 6' 7' 8' g' '10' I 1 ' 12' 2")' 5"x 5' 6' 7' 8' g' ':0' '11' '12' E!:,@W[J'@(fi)@@ @lo m@(]i)(fi)@{1{1g [Po@lo CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P,O, BOX 4.369 S. DAYTONA, FLORIDA .32121-4368 PHONE: (904) 767-4774 FAX: (904) 767-6556 @ COPYRIGHT. 1995 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P,E, SECTION: 2 PAGE: @~1l2 -32- --- -...../ '----./