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.'StlU~IEINJED EN(clOSU~ES: SCREEN I VIN'1fl WAllS AND SOLID COlVER T />.BLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY E:';AMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + D.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:AM SIZE BEAM SPAN FOR DESIGN A TED LOADS BEAM LIVE LOAD WIND LOAD LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH ---~ 2'x 3"xO.050" TILT BEAM OR 2"x 3"xO,050" EXTRUSION______________________ 5' 8'- 1" 6'- 7" 9'- 0" 8'- ," 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'- 9" 6'- 0" 5'- 6" 10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" 11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" 2"x 4"x 0.050"x TILT BEAM 5' 9'- 9" ,.6' 8'-11" 7' 8'- 3" 8' 7'- 9" g' EXAMPLE 7' - 3" 10' 6'-11" 11' 6'- 7" 12' 6'- 3" --.8'-=--O;;----lO~11';-----9~-9-;;----_.87-=-11-;;-------- 7'- 3" 10'- 0" 8'-11" 8'- 1" 6'- 9" 9'- 3" 8'- 3" 7'- 6" 6'- 3" 8'- 8" 7'- g" 7'- 0" 5'-11" 8'- 1" 7'- 3" 6'- 8" 5'- 7" 7'- 9" 6'-11" 6'- 3" 5'- 4" 7'- 4" 6'- 7" 6'- 0" 5'- 0" 7'- 0" 6'- 3" 5'- 9" 2"x 4"x 0.044"x 5' 6' 7' 8' g' 10' 11' 12' 2"x 5"x 0.050"x 5' 6' 7' 8' g' 10' 11 ' 12' 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" g'- 3" g'- 6" 7'- 9" 10'- 8" 9'- 6" 8'- 8" 9'- 1" 7"- 5" 10'- 1" g'- 1" 8'- 3" 8'- 8" 7'- 0" 9'- 8" 8'- 8" 6'-10" 8'- 3" 6'- 9" g'- 3" 8'- 3" 7'- 6" 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" 1.3'- 5" 12'- 0" 10'-11" 11'- 3" 9'- 2" 12'- 8" 11'- 3" 10'- 4" 10'- 8" 8'- 9" 12'- 0" 10'- 8" 9'- 9" 10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" 9'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11" [b&JWU'@(fl)@@ @;c m@(fl)(fl)@{1{1\J [Pc@;C CIVIL ENGINEER AND DEVELOPMENT CONSULTANT P.O. BOX 4369 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: 9)~~2 -32- --- --.;' ~