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<br />GLASS ~OOMS: SOUD WALLS AND COVE~~ <br /> <br />~ <br /> <br />TABLE 2: MAX. ROOF BEAM SPANS FOR SCREEN & GLASS ROOMS, UTILITY ROOMS, <br />SHEDS AND OTHER ENCLOSED STRUCTURES wi SOLID ROOFS <br />ALUMINUM BEAMS OF 6063 T -6 ALLOY <br /> <br />.......... <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 = g'; L.L. @ 22#/sF BEAM SPAN = 4'- 4" <br /> BEAM SIZE BEAM SPAN FOR DESIGN A TED LOADS <br /> BEAM LIVE LOADWIND LOAD <br /> LOAD WIDTH 22#/SF 32#/SF 100 MPH 110 MPH 120 MPH <br /> 2"x 2"xO.044" EXTRUSION <br /> 5' 5'-10" 4'- g" 4'-10" 4'- 5" 4'- 1 " <br /> 6' 5'- 4" 4'- 4" 4'- 5" 4'- 0" 3'-- 9" <br /> 7' 4'-11" 4'- 0'" 4'- 1 " 3'- 9" 3'- 5" <br /> 8' 4'- 7" 3'- g" 3'-10" 3'- 6" 3'- 2" <br /> g' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'-- 0" <br /> 10' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'-10" <br /> 11 ' 3'-11 " 3'- 2" 3'- 3" 2'-11 " 2'- 9" <br /> 2"x 2"x 0.050" EXTRUSION <br /> 5' 6'- 1 " 5'- 0" 5'- 1 " 4'- 7" 4'- 3" <br /> 6' 5'- 7" 4'- 6" 4'- 7" 4'- 2" 3' --11 " <br /> 7' 5'- 2" 4'- 2" 4'- 3" 3' -11" 3'- 7" <br /> 8' 4'-10" 3' -11" 4'- 0" 3'- 7" 3'- 4". <br /> 9' EXAMPLE 4'- 6" 3'- 8" 3'- 9" 3'- 5" 3'.- 2" <br /> 1 0' 4'- 4" 3'- 6" 3'- 7" 3'- 3" 3'-' 0" <br />~ 11' 4'- 1 " 3'- 4" 3'- 5" 3'- 1 " 2'-10" <br />2"x 2"x 0.093 EXT OR 2"x 3"xO.050" TILT BEAM OR 2"x 3"xO.050" EXTRUSION <br /> 5' 8'- 0" 6'- 6" 6'- 8" 6'- 0" 5' -- 7" <br /> 6' 7'- 4" 5'-11 " 6'- 1 " 5'- 6" 5'- 1 " <br /> 7' 6'- 9" 5'- 6" 5'- 7" 5'- 1 " 4'-- 8" <br /> 8' 6'- 4" 5'- 2" 5'- 3" 4'- 9" 4' -- 5" <br /> 9' 5' -11" 4'-10" 4'-11 " 4'- 6" 4'- 1 " <br /> 1 0' 5'- 8" 4'- 7" 4'- 8" 4'- 3" 3' --11" <br /> 11' 5'- 5" 4'- 4" 4'- 5" 4'- 0" 3'-10" <br /> 3"x 2"x 0.050" EXTRUSION <br /> 5' 7'- 5" 6'- 1 " 6'- 2" 5'- 7" 5'-- 2" <br /> 6' 6'- 9" 5'- 6" 5'- 7" 5'- 1 " 4'-- g" <br /> 7' 6'- 3" 5'- 1 " 5'- 2" 4'- 9" 4'-- 4" <br /> 8' 5'-10" 4'- 9" 4'-10" 4'- 5" 4'- 1" <br /> g' 5'- 6" 4'- 6" 4'- 7" 4'- 2" 3'--10" <br /> 10' 5'- 3" 4'- 3" 4'- 4" 3' -11" 3'- 8" <br /> 11 ' 5'- 0" 4'- 1 " 4'- 2" 3'- 9" 3'- 6" <br /> <br />.~ <br /> <br />[1@W[]'@[]i)@@ ~o @3@[]i)[]i)@ttttg ~o~o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4369 5. 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 FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 5 <br />PAGE: 9Sl~~~ <br /> <br />-81- <br />