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<br />ATTACHED ALUMINUM COVERS <br /> <br />MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN a VINYL <br />ROOMS AND OTHER OPEN STRUCTURES WI SOLID ROOFS 6063 <br />T-6 ALLOY <br /> <br />EXAMPLE: FOR SPAN ilL" 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, = 9' <br />LOAD WITH = 9'; L.L. 0 22#/SF BEAM SPAN = 7'-3" <br /> <br />BEAM SIZE BEAM SPAN FOR DESIGNATED LOADS <br />BEAM LIVE LOAD WIND LOAD <br />LOAD WIDTH 22#I$F 32#/SF 100 MPH 110 MPH <br />2"x 3"xO.05O"TILT BEAM OR 2"x 3"XO.o50"EXTRUSION <br />5 'S'-1" 6'-7" 9'-0" <br />6 '1'-4" 6'-0" 8'-3" <br />l' 6'-10" 5'-6" 7'-6" <br />8 6'-5" 5'-2" 7'-2" <br />9' 6'-0" 4'.11" 6'-9" <br />10' 5'-8" 4'-8" 6'-5" <br />11' 5'-5" 4'-5" 6'-1" <br />12' 5'-2" 4'-3" 5'-10" <br />" rx 4"X O.GlO"x nl T BEAM <br />5' 9'~ <br />6' 8'-11" <br />T 8'-3" <br />8' 7'-9" <br />9' 7'-3" <br />10' 6'-11" <br />11' 6'-7" <br />12' 6'-3" <br />2"x 4"x O.044"x 0.120" S.II.B. <br />5' 12'-10" <br />S' 11'-8" <br />7' 10'-10" <br />8' 10'-1" <br />9' 9'-6" <br />10' 9'-1" <br />11' 8'-8" <br />12' 8'-3" <br />2"x S"x O.050"x 0.120" S.M.B. <br />5' 15'-2" <br />6' 13'.10" <br />7' 12'.10" <br />8' 12'-0" <br />9' 11'-3" <br />10' 10'-8" <br />11' 10'-3" <br />12' 9'-9" <br />2"x 6"x O.050"x 0.120" S.M.B. <br />5' 17'-2:' <br />S' 15'-8" <br />7' 14'-6" <br />8' 13'-7" <br />9' 12'-9" <br />10' 12'-1" <br />11' 11'-1" <br />12' 10'-3" <br /> <br />"- <br /> <br />. TABLE 2 <br /> <br />EXAMPLE <br /> <br />~ <br /> <br />,-,. <br /> <br />8'-0" <br />7'-3" <br />6'-9" <br />6'-3" <br />5'.11" <br />5'-7" <br />5'-4" <br />5'-0" <br /> <br />10'-5" <br />9'-6" <br />S'-10" <br />S'-3" <br />7'-9" <br />7'-5" <br />7'-0" <br />6'-9" <br /> <br />12'-4" <br />11'-3" <br />1 0'-5" <br />9'-9" <br />9'-2" <br />8'-9" <br />8'-4" <br />S'-8" <br /> <br />14'-0" <br />12'-9" <br />11'-10" <br />11'-1" <br />10'-5" <br />9'.11" <br />9'-5" <br />9'-0" <br /> <br />1 0'-11" <br />1 0'-0" <br />r~ <br />8'-8" <br />8'-1" <br />7'-9" <br />7'-4" <br />7'-0" <br /> <br />14'-4" <br />13'-1" <br />12'-1" <br />11'-4" <br />1 0'-8" <br />1 0'-1" <br />9'--8" <br />9'-3" <br /> <br />1S'-11" <br />15'-8" <br />14'-4" <br />13'-5" <br />12'-8" <br />12'-0" <br />11'-5" <br />10'-11" <br /> <br />19'-2" <br />17'--6" <br />16'-2" <br />15'-2:' <br />14'-3" <br />13'-7" <br />12'.11" <br />12'-4" <br /> <br />8'-1" <br />7'-4" <br />6'.10" <br />6'-5" <br />8'-0" <br />5'-8" <br />5'-5" <br />5'-2" <br /> <br />9'-9" <br />8'-11" <br />8'-3" <br />7'-9" <br />7'-3" <br />6'-11" <br />8'-7" <br />6'-3" <br /> <br />12'-10" <br />11'-8" <br />10'-10" <br />10'-1" <br />9'-6" <br />9'-1" <br />8'-8" <br />S'--3" <br /> <br />15'-2" <br />13'-10" <br />12'-10" <br />12'-0" <br />11'-3" <br />10'-8" <br />1 0'-3" <br />9'-9" <br /> <br />17'-2:' <br />15'-8" <br />14'-6" <br />13'-7" <br />12'-9" <br />12'-1" <br />11'-7" <br />10'-3" <br /> <br />120 MPH <br /> <br />7'-5" <br />6'-9" <br />6'-3" <br />5'-10" <br />5'-6" <br />5'-2:' <br />5'-0" <br />4'-9" <br /> <br />8'-11" <br />8'-1" <br />7'-8" <br />7'-0" <br />6'-8" <br />6'--3" <br />6'-0" <br />5'-9" <br /> <br />11'-3" <br />10'-8" <br />9'.11" <br />9'-3" <br />S'-8" <br />S'--3" <br />S',10" <br />1'-8" <br /> <br />13'.10" <br />12'-8" <br />11'-8" <br />10'-11" <br />1 0'-4" <br />9'-9" <br />9'-4" <br />8'.11" <br /> <br />15'-8" <br />14'-3" <br />13'-3" <br />12'-4" <br />11'-8" <br />11'-1" <br />10'-S" <br />10'-1" <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ava ENOJNFER &. DEVELOPMENT CONSUlXANT <br />P. O. BOX 4368 SOUTH DAYTONA, Fl 32121 <br />PI<<JIIIE 1 (90<4) 767-4774 <br />FAX # 1 (904) 767-6556 <br /> <br /> <br />C COPVRIGHT.1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN Fll.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />49 <br />