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<br />GLASS ~OOMS: SOliD WALLS AND (cOVER <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 606] T -6 ALLOY <br /> <br />EXAMPLE FOR SPAN "L" ON DRAWING USE LOAD WIDTH = "W"/2 -I- <br />2"x 4"x 0,050" TILT BEAM: LOAD WID TH = 14'12 -I- 2'O.H. <br />LOAD WITH - g'; L.L. @ 22#/SF BEAM SPAN = 4'- 4" <br />SIZE BEAM SPAN FOR DESIGNATED LOADS <br />LIVE LOADWIND LOAD <br />22#/SF ]2#/SF <br />EXTRUSION <br />5'-10" <br />5'- 4" <br />4'-11" <br />4'- 7" <br />4'- 4" <br />4'- 1" <br />]'-11 " <br />EXTRUSION <br />6'- 1" 5'- 0" 5'- 1" <br />5'- 7" 4'- 6" 4'- 7" <br />5'- 2" 4'- 2" 4'-.]" <br />4'-10" ]'-11" 4'- 0" <br />4'- 6" ]'- 8" ]'- g" <br />4'- 4" ]'- 6" ]'- 7" <br />4'- 1" ]'- 4" ]'- 5" <br />OR 2"x ]"xO,050" TILT BEAM OR <br />8'- 0" 6'- 6" 6'- 8" <br />7'- 4" 5'-11" 6'- 1" <br />6'- g" 5'- 6" 5'- 7" <br />6'- 4" 5'- 2" 5'-]" <br />5'-11" 4'-10" 4'-11" <br />5'- 8" 4'- 7" 4'- 8" <br />5'- 5" 4'- 4" 4'- 5" <br />]"x 2"x 0.050" EXTRUSION <br />7'- 5" <br />6'~ g" <br />6'- ]" <br />5'-10" <br />5'- 6" <br />5'- ]" <br />5'- 0" <br /> <br />...---. <br /> <br />BEAM <br />BEAM <br />LOAD WIDTH <br />2"x 2"xO,044" <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br />2"x 2"x 0.050" <br />5' <br />6' <br />7' <br />8' <br />g' EXAMPLE <br />10' <br />11' <br />2"x 2"x O,Og] EXT <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11' <br /> <br />5' <br />6' <br />7' <br />8' <br />g' <br />10' <br />11 ' <br /> <br />r-, <br /> <br />4'- g" <br />4'- 4" <br />4'- 0'" <br />]'- g" <br />]'- 6" <br />]'- 4" <br />]'- 2" <br /> <br />6' - 1" <br />5'- 6" <br />5' - 1" <br />4'- 9" <br />4'- 6" <br />4'- ]" <br />4'- 1" <br /> <br />100 MPH <br /> <br />4'-10" <br />4'- 5" <br />4'- 1" <br />]'-10" <br />]'- 7" <br />]'- 5" <br />]'- 3" <br /> <br />6'- 2" <br />5'- 7" <br />5'- 2" <br />4'-10" <br />4'- 7" <br />4'- 4" <br />4'- 2" <br /> <br />110 MPH <br /> <br />4'- 5" <br />4'- 0" <br />3'- g" <br />]'- 6" <br />]'- 3" <br />]'- 1" <br />2' -11" <br /> <br />O,H <br />= g' <br /> <br />120 MPH <br /> <br />4'- 1" <br />3'- g" <br />3'- 5" <br />3'- 2" <br />3'- 0" <br />2'-10" <br />2'-- g" <br /> <br />4'- 7" 4'- 3" <br />4'- 2" 3'-11" <br />]' -11" ]' - 7" <br />3' - 7" ]',- 4" <br />]'...... 5" 2'- 2" <br />]'-]" ]'- 0" <br />]'- 1" 2'--10" <br />2"x ]"xO.050" EXTRUSION <br />6'- 0" 5'- 7" <br />5'- 6" 5'-- 1" <br />5'- 1" 4'- 8" <br />4'- g" 4'- 5" <br />4'- 6" 4'-. 1" <br />4'-]" ]'-11" <br />4'- 0" ]'--10" <br /> <br />5'- 7" <br />5'- 1" <br />4'- g" <br />4'- 5" <br />4'- 2" <br />]' -11" <br />]'- g" <br /> <br />5'._ 2" <br />4',- g" <br />4'.- 4" <br />4'-- 1" <br /> <br />]'-10" <br />]' -- 8" <br />]'-- 6" <br /> <br />[b@w[)'@[][)@@ ~D [ID@[][)[][)@DDg lPD~D <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: 5 <br />PAGE: 9Sl~~~ <br /> <br />-81- <br />