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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />SEAL <br /> <br />PAGE <br /> <br />60 <br /> <br />Table 2.1.2: <br /> <br />Allowable Roof Beam Spans for Carports, Patio Covers, <br />Screen Rooms, and other Open Buildings with Solid Roofs <br />Aluminum Alloy 6063 T-6 <br /> <br />Wind Zone = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH <br />Applied Load = 17" Sq. R. 20., Sq. R. 23., Sq. R. 26., Sq. R. 32., Sq. R. <br />Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam <br />S' 16'-11" 1S'-7" 14'-7" 13'-8" 12'-4" <br />9' 1S'-11" 14'-9" 13'-9" 12'-11" 11'-8" <br />10' 1S'-2" 13'-11" 13'-0" 12'-3" 11'-0" <br />11' 14'-S" 13'-4" 12'-S" 11'-8" 10'-6" <br />12' 13'.10" 12'-9" 11'-11" 11'-2" 1 0'-1" <br />13' 13'-3" 12'-3" 11'-S" 1 0'.9" 9'-8" <br />14' 12'-10" 11'-10" 11'-0" 1 0'-4" 9'-4" <br />16' 11'-11" 11'-0" 1 0'-4" 9'-8" S'-9" <br />Load Width 2" x 7" x 0.055" x 0.120" Self Matlna Beam <br />S' 19'-4" 17'-10" 16'-8" 1S'-S" 14'.1" <br />9' 18'.3" 16'-10" 1S'-S" 14'-9" 13'-4 " <br />10' 17'-4" 1S'-11" 14'-11" 14'-0" 12'-7" <br />11' 16'-6" 1S'-3" 14'-2" 13'-4 " 12'-0" <br />12' 1 S'-1 0" 14'-7" 13'-7" 12'-9" 11'-6" <br />13' 1S'-2" 14'-0" 13'-1" 12'-3" 11'-1" <br />14' 14'.S" 13'-6" 12'-7" 11'.10" 10'-8" <br />16' 13'-8" 12'-7" 11'.9" 11'-1" 9'-11" <br />Load Width 2" x S" x 0.072" x 0.224" Self Mating Beam <br />S' 24'-10" 22'-11 " 21'-4" 20'-1" 1S'-1" <br />9' 23'-S" 21'-7" 20'.2" 1S'.11" 17'.1" <br />10' 22'-3" 20'-6" 19'-1" 17'-11" 16'-2" <br />11' 21'-2" 19'-6" 1S'-3" 17'-2" 1S'-S" <br />12' 20'-4 " 1S'-S" 17'.S" 16'-S" 14'-9" <br />13' 19'-6" 17'-11" 16'-9" 1S'-9" 14'-3" <br />14' 1S'-9" 17'-4" 16'-2" 1S'-2" 13'-8" <br />'16' 17'-7" 16'-2" 1S'-1" 14'-3" 12'-10" <br />Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam <br />S' 27'-2" , 2S'-1" 23'-4" 21'-11" 19'-10" <br />9' 2S'-8" 23'-S" 22'-0" 20'-9" 1S'-S" <br />10' 24'-4" 22'-S" 20'-11" 19'-8" 17'.9" <br />11' 23'-2" 21'-4" 19'.11" 18'.9" 16'-11" <br />12' 22'-2" 20'-6" 19'-1" 17'-11" 16'-2" <br />13' 21'-4" 19'-8" 1S'-4" 17'-3" 1S'-7" <br />14' 20'-7" 18'-11" 17'-S" 16'-7" 14'-11" <br />16' 19'.3" 17'-9" 16'-6" 1S'-7" 14'.0" <br />Load Width 2" x 9" x 0.OS2" x 0.306" Self Mating Beam <br />S' 29'-S" 27'-4" 2S'-6" 23'-11" 21'-7" <br />9' 27'-11 " 2S'-9" 24'-1" 22'-7" 20'-S" <br />10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4" <br />11' 2S'-4" 23'-4" 21'.9" 20'-S" 18'-S" <br />12' 24'-3" 22'-4" 20'-10" 19'-7" 17'-8" <br />13' . 23'-3" 21'-S" 20'-0" 1S'-10" 16'.11" <br />14' 22'-S" 20'.8" 19'.3" 18'-2" 16'-4" <br />16' 20'-11" 19'-4" 18'-0" 16'-11" 1S'.3" <br /> <br />Notes: <br />Abole spans do not include length of knee brace, Add horizontal length of knee brace to abole spans for <br />total beam spans, <br /> <br />Lawrence E. Bennett, P.E. <br />alii. EiNl>>EER - 1lEVEL0PI0E'IT OONSU.TANT <br />PA BOX 4388, SOUTH DAYTONA, R. 32121 <br />TEIB'HOI\E (1104) 7ff1-4T74 <br />FAX (1104) 787-85158 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE Fa'R(X)UCED II WHOLE OR II PART WITHOUT 1lE WRrT'TBII"EAIUION OF LAWRENCE E.IENETT, P.E. <br />