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<br />'- <br /> <br /> <br />BlE 2 <br />continued ',' <br /> <br />FREESTANDING ALUMINUM COVERS <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br />T-6 ALLOY <br /> <br />BE AM '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 />2")1 7"x 0.062"x 0.120"S.M.B. <br />6' 17'-9" <br />7' 16'-6" <br />8' 15'-S" <br />9' 14'-6" <br />10' 13'-9" <br />11' 13'-1" <br />12' 12'-7" <br />13' 12'-1" <br />14' 11'-6" <br />2")1 7"x 0.062"x 0.135" S.M.B. <br />6' 18'-4" <br />7' 17'-0" <br />8' 15'-11" <br />9' 15'-0" <br />10' 14'-10" <br />11' 13'-1" <br />12' 13'-0" <br />lS' 12'-6" <br />14' 11'-1" <br />2"); 8"x 0.072"x 0.224" S.M.B. <br />7' 21'-9" <br />8' 20'-4" <br />9' 19'-2" <br />10' 18'-2" <br />11' 17'-4" <br />12' 16'-1" <br />13' 16'-0" <br />14' 15'-5" <br />2"): 9"x 0.072"x 0.224" S.M.B. <br />7' 24'-2" <br />8' 22'-1" <br />9' 21'-4- <br />1 0' 20'-3" <br />11' 19'-3" <br />12' 18'-5" <br />13' 17'-9" <br />14' 17'-1- <br />2"J< 9"x 0.072"x 0.310" S.M.B. <br />7' 26'-11- 21'-11" SO'-l" 26'-11" <br />8' 25'-2" 20'-6" 28'-2" 2S'-2" <br />9' 2S'-9" 19'-4" 26'-6- 23'-9" <br />1 0' 22'-6" 18'-4" 2S'-2- 22'-6" <br />11' 21'-5" 17'-6" 24'-0" 21'-5" <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 />'-- <br /> <br />14'-6" <br />13'-S" <br />12'-1" <br />11'-10- <br />11'-S" <br />10'-9" <br />1 0'-3- <br />9'-10" <br />9'-6- <br /> <br />lS'-O" ( <br />13'-11. <br />13'-0" <br />12'-S- <br />11'-1" <br />11'-1- <br />10'-1" <br />10'-2" <br />9'-10" <br /> <br />17'-9" <br />16'-1" <br />lS'-8" <br />14'-10" <br />14'-2" <br />13'-1" <br />13'-0" <br />12'-1" <br /> <br />19'-9" <br />18'-6" <br />17'-S" <br />16'-6" <br />lS'-9" <br />lS'-l" <br />14'-6" <br />13'-11- <br /> <br />19'-11" <br />18'-5" <br />17'-3- <br />16'-3- <br />lS'-S" <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 />15'-11" <br />15'-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'-1" <br />17'-10- <br />17'-2- <br /> <br />27'-0" <br />25'-3" <br />23'-10- <br />22'-1" <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 />lS'-O" <br />14'-3- <br />13'-1" <br />13'-0" <br />12'-6- <br />11'-1" <br /> <br />21 '-9- <br />20'-4" <br />19'-2- <br />18'-2" <br />17'-4" <br />16'-1" <br />16'-0" <br />15'-S" <br /> <br />24'-2- <br />22'-1" <br />21'-4" <br />20'-3- <br />19'-3- <br />18'-5- <br />17'-9" <br />17'-1- <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 />1 0'-1" <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 />15'-10" <br />lS'-2" <br />14'-1" <br />14'-0" <br /> <br />22'-1" <br />20'-8" <br />19'-6" <br />18'-6- <br />17'-1" <br />16'-10" <br />16'-2- <br />15'-7" <br /> <br />24'-1" <br />22'-11- <br />21'-8- <br />20'-6" <br />19'-1" <br />18'-9" <br />18'-0" <br />17'-4" <br /> <br />,--. <br /> <br />LAWRENCE E. BENNETT, P.E. <br />Clvn. ENGINEER .t DEVELOPMENT CONSUlXANT <br />P. O. BOX.f368 SOUTH Cl.\YTONA, FL 32121 <br />PHOHE 1 (004) 767-4n4 <br />FAX . 1 (904) 767-6556 <br /> <br /> <br />4 <br />63 <br /> <br />C CCPYRIGHT, 1996 _ <br />NOllO BE REPRODUCED IN WHOLE OR IN ~RTWITHOUT WRITIEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br />