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<br />SC~~IEIEIN][ED ENCLOSURES: SCREEN I VINYL WALLS AND SOliD COVER <br /> <br />T M3LE 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 />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 />-. <br /> <br />2"x 3"xO,OSO" TILT BEAM OR 2"x 3"xO.OSO" EXTRUSION_________...:..____________ <br />S' 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'- S" S'- 2" 7'- 2" 6'- 5" 5'-10" <br />g' 6'- a" 4'-11" 6'- g" 6'- A" S'- 6" <br />la' S'- 8" 4'- 8" 6'- s" 5'- 8" S'- 2" <br />'11' 5'- s" 4'- S" 6'- 1" S'- 5" 5'- 0" <br />12' S'- 2" 4'- 3" S'-10" S'- 2" 4'- g" <br />2"x 4"x O.OSO"x TILT BEAM <br />S' g' - g" --8i=--O;;----10~11.;-----9~-9-;;-----87-=-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'- 9" 6'- 3" 8'- 8" 7'- g" 7'- a" <br />g' EXAMPLE 7'- 3" S'-11 " 8'- 1" 7'- 3" 6'- 8" <br />'la' 6'-11" s'- 7" 7'- g" 6'-11" 6'- 3" <br />11' 6'- 7" S'- 4" 7'- 4" 6'- 7" 6'- 0" <br />12' 6'- 3" 5'- 0" 7'- a" 6'- 3" 5'- g" <br />2"x 4"x 0.044"x 0.120" S.M,8. _______________________________________ <br />s' 12'-10" 10'- S" 14'- 4" 12'-10" 11'- 3" <br />6' 11'- 8" g'- 6" 13'- 1" 11'- 8" 10'- 8" <br />7' 10'-10" 8'-10" 12'- 1" 10'-10" 9'-11" <br />8' 10'- 1" 8'- 3" 11....:.. 4" 10'- 1" 9'- 3" <br />g' g'- 6" 7'- 9" 10'- 8" g'- 6" 8'- 8" <br />la' g'- 1" 7'- S" 10'- 1" g'- 1" 8'- 3" <br />11' 8'- 8" , 7'- 0" g'- 8" 8'- 8" 6'-10" <br />12' 8'- 3" 6'- g" 9'- 3" 8'- 3" 7'- 6" <br />2"x s"x 0.050"x 0.120" S.M.8. ___________________________.____________ <br />5' lS'- 2" 12'- 4" 16'-11" 15'- 2" U'-10" <br />6' 13'-10" 11'- 3" lS'- 6" 13'-10" 12'- 8" <br />7' 12'-10" 10'- 5" 14'- 4" 12'-10" 11'- 8" <br />8' 1 2' - 0" g' - 9" 1 3' - 5" 1 2' - 0" 1 0' -11 " <br />g' 11'- 3" g'- 2" 12'- 8" 11'- 3" 10'- 4" <br />10' 10'- 8" 8'- g" 12'- 0" 10'- 8" 9'- g" <br />11' 10'- 3" 8'- 4" 11'- S" 10'- 3" 9'- 4" <br />12' g'- 9" 8'- 8" 10'-11" g'- g" 8'-11" <br /> <br />[b@W[i'@[il)@@ @;o m@Qi)[il)@UUg [?o@;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 FROM LAWRENCE E. BENNETT, P.E. <br /> <br />SECTION: :2 <br /> <br />PAGE: 9~~2 <br /> <br />----- <br /> <br />'''"--''' <br /> <br />---.,./ <br />