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<br />~. <br /> <br />'! <br />. 1 <br /> <br /> <br /> <br />ATTACHED ALUMINUM COVERS <br /> <br />0. <br />TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND __~ <br />OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY <br /> <br />EXAMPLE: FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 + O.H. <br />2"x 4"x O.OSO" TILT BEAM: LOAD WIDTH = 14'/2 + 2'O.H. = g' <br />LOAD WITH = g'; L.L. @ 22#/SF BEAM SPAN = 7'- 3" <br /> <br />BEAM SIZE <br />BEAM <br />LOAD WIDTH <br />2"x 3"xO.OSO" <br />S' <br />.6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />12' <br />2"x 4"x O.OSO"x <br />S' <br />6' <br />7' <br />8' <br />g' EXAMPLE <br />10' <br />11' <br />12' <br />2"x 4"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />12' <br />2"x S"x O.OSO"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br />12' <br /> <br />@ COPYRIGHT. 1995 <br /> <br />.... <br /> <br />BEAM SPAN FOR DESIGNATED LOADS <br /> <br />LIVE LOAD <br /> <br />22#/SF <br />TILT BEAM OR <br />8'- 1" <br />7'- 4" <br />6'-10" <br />6'- S" <br />6'- 0" <br />5'- 8" <br />S'- 5" <br />5'- 2" <br /> <br />WIND LOAD <br />110 MPH <br /> <br />32#/SF 100 MPH <br />2"x 3"xO.OSO" EXTRUSION <br />6'- 7" g'- 0" <br />6'- 0" 8'- 3" <br />S'- 6", 7'- 6" <br />S'- 2" 7''':'' 2" <br />4'-11" 6'- g" <br />4'- 8" 6'- S" <br />4'- 5" 6'- 1" <br />4'- 3" 5'-10" <br /> <br />8'- 1" <br />7'- 4" <br />6'-10" <br />6'- S" <br />6'- 0" <br />5'- 8" <br />5'- 5" <br />5'- 2" <br /> <br />g'- g" <br />8' -11" <br />8'- 3" <br />7'- g" <br />7'- 3" <br />6'-11 " <br />6'- 7" <br />6'- 3" <br /> <br />120 MPH <br /> <br />7'- 5" <br />6'- g" <br />6'- 3" <br />5'-10" <br />5'- 6" <br />S'- 2" <br />5'- 0" <br />4'- g" <br /> <br />8'-11" <br />8'- 1" <br />7'- 6" <br />7'- 0" <br />6'- 8" <br />6'- 3" <br />6'- 0" <br />5'- g" <br /> <br />11' - ,3" <br />10'- 8" <br />9' -11" <br />9'- 3" <br />8'- 8" <br />8'- 3" <br />6'-10" <br />7'- 6" <br /> <br />13'-10" <br />12'- 8" <br />11'- 8" <br />10'-11 " <br />10'- 4" <br />9'- 9" <br />9'- 4" <br />8'-11 " <br /> <br />[1@W[]'@Ui)@@ @:o m@Ui)Ui)@tktkg [;>o@:o <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4368 S. DAYTONA. FLORIDA 32121-4368 <br />PHONE: (904) 767-4774 <br />FAX, (904) 767-6556 <br /> <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 3 <br />PAGE: ~O-13 <br /> <br />TIL T BEAM <br />9'- 9" <br />8' -11" <br />8'- 3" <br />7'- 9" <br />7'- 3" <br />6'-11 " <br />6'- 7" <br />6'- 3" <br />0.044"x 0.120" S.M,B. <br />12'-10" 10'- 5" <br />11'- 8" 9'_ 6" <br />10'-10" 8'-10" <br />10'- 1" 8'- 3" <br />g'- 6" 7'- 9" <br />9'- 1" 7'- 5" <br />8'- 8" 7'- 0" <br />8'- 3" 6'- 9" <br />0.120" S.M.B. <br />15' - 2" 12' - 4" <br />13'-10" 11'- 3" <br />12'-10" 10'- S" <br />12' - 0" g' - g" <br />11'- 3" 9'- 2" <br />10'- 8" 8'- 9" <br />10'- 3" 8'- 4" <br />9'- 9" 8'- 8" <br /> <br />8'- 0" <br />7'- 3" <br />6'- 9" <br />6'- 3" <br />S' -11" <br />S'- 7" <br />S'- 4" <br />5'- 0" <br /> <br />10'-11" <br />10'- 0" <br />g'- 3" <br />8'- 8" <br />8'- 1" <br />7'- 9" <br />7'- 4" <br />7'- 0" <br /> <br />14' 4" <br />13'- 1" <br />12' - 1" <br />11'- 4" <br />10'- 8" <br />10'- 1" <br />g'- 8" <br />g'- 3" <br /> <br />12'-10" <br />11 '- 8" <br />10' -10" <br />10'- 1" <br />9'- 6" <br />g'- 1" <br />8'- 8" <br />8'- 3" <br /> <br />16' -1'1" <br />1S'- 6" <br />14'- 4" <br />13'- 5" <br />12'- 8" <br />12'- 0" <br />11' - S" <br />10'-11" <br /> <br />15'- 2" <br />13'-10" <br />12'-10" <br />12'- 0" <br />11' - 3" <br />10'- 8" <br />10'- 3" <br />9'- 9" <br /> <br /> <br />