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<br />AnACHED ALUMINUM COVERS <br /> <br />TABLE 2 <br /> <br />continued <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOUD ROOFS 6063 <br />T-6 AllOY <br /> <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 <br />2"x 7"x 0.062"x 0.120" 8.M.B. <br />6' 17'-9" <br />7' 16'-6" <br />8' 15'-5" <br />g' 14'-6- <br />10' 13'-9" <br />11' 13'-1- <br />12' 12'-7" <br />13' 12'-1" <br />14' 11'-8" <br />2"x 7"x 0.062"x 0.135" 8.M.B. <br />6' 18'-4" <br />7' 17'-0" <br />8' 15'-11" <br />g' 15'-0" <br />10' 14'-10" <br />11' 13'-7" <br />12' 13'-0" <br />13' 12'-6" <br />14' 11'-7" <br />2"x 8"x 0.072"x 0.224" 8.M.B. <br />l' 21'-9- <br />8' 20'-4" <br />g' 19'-2" <br />10' 18'-2. <br />,.11' 17'-4- <br />12' 16'-7" <br />13' 16'-0" <br />14' 15'-5" <br />2"x 8"x 0.072"x 0.224" 8.M.B. <br />l' 24'-2" <br />8' 22'-7" <br />9' 21'-4" <br />10' 20'-3" <br />11' 19'-3" <br />12' 18'-5- <br />13' 17'-9" <br />14' 17'-1- <br />2"x 8"x 0.072"x 0.310" 8.M.B. <br />l' 26'-11- 21'-11" 30'-1" 26'-11" <br />8' 2S'-2" 20'-6" 28'-2" 2S'-2" <br />g' 23'-9" 19'-4" 26'-6" 23'-9" <br />10' 22'-6" 18'-4" 25'-2- 22'-6" <br />11' 21'-S" 17'-6" 24'-0- 21'-S" <br />12' 20'-6" 16'-9" 22'-11" 20'-6" <br />13' 19'-9" 16'-1" 22'-1" 19'-9" <br />14' 19'-0" lS'-6" 21'-3" 19'-0" <br />1. THE SMALLER SPAN FROM THE l.l. OR THE WIND LOAD TABLE GOVERNS. <br /> <br />14'-6" <br />13'-5" <br />12'-7" <br />11'-10" <br />11'-3" <br />10'-9" <br />10'-3" <br />9'-10" <br />9'-6" <br /> <br />15'-0- <br />13'-11" <br />13'-0" <br />12'-3" <br />11'-7" <br />11'-1" <br />10'-7" <br />1 0'-2" <br />9'-10- <br /> <br />17'-9" <br />16'-7" <br />15'-8" <br />14'-10" <br />14'-2" <br />13'-7" <br />13'-0- <br />12'-7" <br /> <br />19'-9" <br />18'-6" <br />17'-S" <br />16'-6" <br />lS'-9" <br />15'-1" <br />14'-6" <br />13'-11" <br /> <br />19'-11" <br />18'-S" <br />17'-3" <br />16'-3" <br />15'-5" <br />14'-8" <br />14'-1" <br />13'-6" <br />13'-0" <br /> <br />20'-6" <br />19'-0" <br />17'-9" <br />16'-9- <br />lS'-11" <br />lS'-2" <br />14'-6" <br />13'-11" <br />13'-S" <br /> <br />24'-4- <br />22'-9" <br />21'-6" <br />20'-4" <br />19'-S" <br />18'-7" <br />17'-10- <br />17'-2" <br /> <br />27'-0" <br />2S'-3" <br />23'-10- <br />22'-7" <br />21'-6- <br />20'-8" <br />19'-10- <br />19'-1" <br /> <br />17'-9" <br />16'-6" <br />lS'-S" <br />14'-6" <br />13'-9" <br />13'-1" <br />12'-7" <br />12'-1" <br />11'-8" <br /> <br />18'-4" <br />17'-0" <br />15'-11" <br />15'-0" <br />14'-3" <br />13'-7" <br />13'-0" <br />12'-6" <br />11'-7" <br /> <br />21'-9" <br />20'-4" <br />19'-2" <br />18'-2" <br />17'-4" <br />16'-7" <br />16'-0" <br />lS'-S" <br /> <br />24'-2" <br />22'-7" <br />21'-4- <br />20'-3- <br />19'-3" <br />18'-5" <br />17'-9" <br />17'-1" <br /> <br />120 MPH <br /> <br />16'-3" <br />lS'-O" <br />14'-1" <br />13'-3- <br />12'-9" <br />12'-0" <br />11'-6" <br />11'-0" <br />10'-7" <br /> <br />16'-9" <br />15'-6" <br />14'-6" <br />13'-8" <br />13'-0" <br />12'-4" <br />11'-10" <br />11'-S" <br />10'-11" <br /> <br />19'-11" <br />18'-7" <br />17'-6- <br />16'-7" <br />lS'-10" <br />15'-2" <br />14'-7" <br />14'-0" <br /> <br />22'-1" <br />20'-8" <br />19'-6" <br />18'-6" <br />17'-7" <br />16'-10- <br />16'-2" <br />15'-7" <br /> <br />24'-7" <br />22'-11" <br />21'-8- <br />20'-6- <br />19'-7" <br />18'-9" r <br />18'-0- c (, '. , <br />'17'-4" .<( \1.,\: <br />,,\ \. ~. ~~ <br />'0\'0.,.,,> c.\ \" <br />'\')' ~;,} <br />,'SJ'\~(.)~ ~\:j <br /> <br />. \0. ")r ~;~I"~,,., f. <br /> <br />LAWRENCE E. BENN..:-ir;~"fJ~k. <br />CIVIL ENGINEER" DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA. FL 32121 <br />PHONE 1 (004) 767-4774 <br />F...X , 1 (004) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E, BENNETT, P.E, <br /> <br />3 <br />50 <br />