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<br />:sJCWtElE~lED ENClOSU~ES: SCRlEEN I ViNYL 'II AlLS AND SOliD COVER <br /> <br />TAHLE 2: MAX, ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL F~OOMS AND <br />OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T -6 ALLOY <br /> <br />[X/"MPLE: 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 />BE/1M SIZE BEAM SPAN FOR DESIGN A TED LOADS <br />[::EAM LIVE LOAD WIND LOAD <br />LO,"D WIDTH 22#/SF 32#/SF 100 MPH 11 0 MPH -120 MPH <br />-,.". <br /> <br />2", 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'- 0" 4'-11" 6'- g" 6'- 0" 5'- 6" <br />10' 5'- 8" 4'- 8" 6'- 5" 5'- 8" 5'- 2" <br />11' 5'- 5" 4'- 5" 6'- 1" 5'- 5" 5'- 0" <br />12' 5'- 2" 4'- 3" 5'-10" 5'- 2" 4'- g" <br />2"x 4"x 0.050"x TILT BEAM <br />5' g'- g" <br />6' 8'-11" <br />7' 8'- 3" <br />8' 7'- 9" <br />g' EXAMPLE 7' - 3" <br />10' 6'-11" <br />11' 6'- 7" <br />12' 6'- 3" <br /> <br />2";,: 4"x 0.044"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br />12' <br />2"~ 5"x 0.050"x <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br />12' <br /> <br />@ COPYRIGHT, 1995 <br /> <br />--8c-O~---10~1~~----9~-9~-----87~~~------- <br /> <br />7'- 3" 10'- 0" 8'-11" 8'- 1" <br />6'- g" g'- 3" 8'- 3" 7'- 6" <br />6'- 3" 8'- 8" 7'- g" 7'- 0" <br />5'-11" 8'_ 1" 7'- 3" 6'- 8" <br />5'- 7" 7'- g" 6'-11" 6'- 3" <br />5'- 4" 7'- 4" 6'- 7" 6'- 0" <br />5'- 0" 7'- 0" 6'- 3" 5'- 9" <br /> <br />01'1?~~' 02' M. B'l 0-;-=--~'----1~=-4'~---12'-=1()'~---11~=-3'~------- <br /> <br />11'- 8" g'_ 6" 13'- 1" 11'- 8" 10'- 8" <br />10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" <br />10'- 1" 8'- 3" 11'-':" 4" 10'- 1" 9'- 3" <br />9'- 6" 7'- 9" 10'- 8" g'- 6" 8'- 8" <br />9'- 1" 7'- 5" 10'- 1" g'- 1" Ef- 3" <br />8'- 8" 7'- 0" g'- 8" 8'- 8" 6'-10" <br />8'- 3" 6'- g" g'- 3" 8'- 3" 7'- 6" <br /> <br />0.120" S.M.B. ________________________________________ <br />15'- 2" 12'- 4" 16'-11" 15'- 2" 13'-10" <br />13'-10" 11'- 3" 15'- 6" 13'-10" 12'- 8" <br />12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" <br />12'- 0" 9'- 9" 13'- 5" 12'- 0" 1()'-11" <br />11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" <br />10' - 8" 8' - 9" 12' - 0" 10' - 8" g' - 9" <br />10'- 3" 8'- 4" 11'- 5" 10'- 3" 9'- 4" <br />g'- 9" 8'- 8" 10'-11" 9'- 9" 8'-11" <br /> <br />[1@W[f'@!Kl@@ 130 m@!Kl!Kl@{l{lg [;>0130 <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 />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: 2 <br />PAGE: 9)~~2 <br /> <br />-32- <br /> <br />-- <br /> <br />'--'" <br /> <br />'-..-/ <br />