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<br /> . <br /> W=~ErEST ANDING ALUMINUM COVERS '\ <br />1""\ TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND <br /> OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 T-6 AL.LOY <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 = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" <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 MPH <br /> 2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION <br /> 5' 8'- 1 " 6'- 7" g'- 0" 8'- 1 " 7'- 5" <br /> 6' 7'- 4" 6'- 0" 8'- 3" 7'- 4" 6'- g" <br /> 7' 6'-10" 5'- 6" 7'- 6" 6'-10" 6'- 3" <br /> 8' 6'- 5" 5'- 2" . 7'- 2" 6'- 5" 5'-10" <br /> g' 6'- a" 4' -11" 6'- g" 6'- 0" 5'- 6" <br /> 1 0' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" <br /> 11 ' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- a" <br /> 12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- 9" <br /> 2"x 4"x 0.050"x TILT BEAM <br /> 5' g'- 9" 8'- a" 10'-11" g'- g" 8' -11" <br /> 6' 8'-11" 7'- 3" 10'- 0" 8' -11" 8'- 1" <br /> 7' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" <br /> 8' 7'- g" 6'- 3" 8'- 8" 7'- g" 7'- a" <br /> g' EXAMPLE 7'- 3" 5'-11 " 8'- 1" 7'- 3" 0'- 8" <br /> 10' 6'-11" 5'- 7" 7'- g" 6' -11" 6'- 3" <br /> 11 ' 6'- 7" 5'- 4" 7'- 4" 6'- 7" 6'- a" <br />0 12' 6'- .3" s'- 0" 7'- 0" 6'- .3" s'- g" <br />2"x 4"x 0.044"x 0.120" S.M.B. <br /> 5' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 3" <br /> 6' 11' - 8" g'- 6" 13'- 1 " 11'- 8" W'- 8" <br /> 7' 10'-10" 8'-10" 12'- 1 " 10' -10" g' -11" <br /> 8' 10'- 1 " 8'- 3" 11'- 4" 10'- 1 " g'- 3" <br /> g' 9'- 6" 7'- g" 10'- 8" 9'- 6" 8'- 8" <br /> 1 0' g'- 1 " 7'- 5" 10'- 1" g'- 1 " 8'- .3" <br /> 11' 8'- 8" 7'- a" g'- 8" 8'- 8" 6'-10" <br /> 12' 8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" <br /> 2"x ~"x 0.050"x 0.120" S.M.B. <br /> 5' 15'- 2" 12'- 4': 16' -11" 15'- 2" .13' -1 A" <br /> 6' 13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" <br /> 7' 12'-10" 10'- s" 14'- 4" 12'-10" 11'- 8" <br /> 8' 12'- a" 9'- g" 13'- 5" 12'- 0" 10' -11 " <br /> g' 11' - .3" g'- 2" 12'- 8" 11'- .3" 10'- 4" <br /> 10' 10'- 8" 8'- g" 12'- A" 10'- 8" 9'- g" " <br /> 11' 10'- .3" 8'- 4" 11' - 5" 10'- .3" g'- 4" <br /> 12' 9'- g" 8'- 8" 1 0' -11" g'- 9" 8' -11" <br /> <br />'"'" <br /> <br />[b@W[[@(fi)@@ go m@(fi)(fi)@1111g [;Jo(~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 S. DAYTONA, FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX: (904) 767-6556 <br /> <br />@ COPYRIGHT, 1995 NOT To BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION I ROM L^WRENCl C. BfcNNll r, r~.[. <br /> <br />SECTION: 4 <br /> <br />PAGE: 8...9 <br /> <br />-63- <br />