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ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.2 Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T ~ Wind Zone = 102 MPH I 110MPH 120 MPH I 125 MPH I 140 MPH Applied Load = 17# I Sq. Ft.1 20# I Sq, Ft. 23# I Sq. Ft. I 26# I Sq. Ft.1 32# I Sq. Ft. Load Width 2" x 6" x 0,050" x 0,120" Self Mating Beam 6' 15'.1" 13'.11" 12'.11" 12'.2" 10'.11" 8' 13'.1" 12',1" 11 '.3" 10'.7" 9'.6" 9' 12'-4" 11'.4" 10'-7" 9'.11" 8'-11" 10' 11'-8" 10'-9" 10'-1" 9'-5" 8'-6" 11' 11'.2" 10'-3" 9'-7" 9'-0" 8'-1' 12' 10'.8" 9'.10" 9'.2" 8'.8" 7'.9" 13' 10'-3" 9'.5" 8'-10" 8'-3' 7'-6' 14' 9'.11" 9'.1" 8'-6" 7'.11 " 7'.2" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 6' 16'.11" 15'-8" 14 '-7" 13'-8" 12'-4" 8' 14'.8" 13'.6" 12'.7" 11'-10" 10'-8" 9' 13'.10" 12',9" 11',11" 11'-2" 10'-1" 10' 13'-2" 12'-1" 11'.3" 10'-7" 9'.7" 11' 12',fi" 11'7" 10'.9" 10'-1" 9'.2" 12' 11'.11" 11'.1" 10'-4" 9'-8" 8'.9" 13' 11'.6" 1 0'.7" 9'.11" 9'-4" 8'.5" 14' 11'.1" 10',3" 9'.6" 8'-11" 8'.1" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 6' 22'.0" 20'-4" 18'.11" 17'.10" 16'.1" 8' 19'.1" 17'-7" 16'.5" 15'-5" 13'.11" 9' 17',11 " 16',7" 15'.5" 14'6" 13' 1" 10' 17'-1 " 15'.9" 14'-8" 13'.9" 12'-5" 11' 16'-3" 14'.11" 13'.11" 13'.2" 11'.10" 12' 15'.7" 14'.4" 13'.5" 12'-7" 11'-4" 13' 14'.11" 13'-9" 12'-10" 12'-1" 10'.11" 14' 14'-5" 13'-3" 12'-5" 11'.8" 10'-6" Load Width 2" x 9" x 0,072" x 0,224" Self Mating Beam ~ 22'-6" 20'-11" 19'.9' 17'.9" 19'.6" 18'-2" 17'.1" 15'-5" 9' 19'.11" 18'-4" 17'-2" 16'.1" 14'-6" 10' 18'.11" 17'-5" 16'.3" 15',3" 13'.9" 11' 18'.0" 16'-7" 15'-6" 14'-7" 13'-2' 12' 17'.3" 15'-11" 14'-10" 13'.11" 12'-7" 13' 16'.7" 15'.3" 14'-3" 13'.5" 12'.1" 14' 15'-11" 14'.9" 13'-9" 12'-11" 11 '-8" Load Width 2" x 9" x 0,082" x 0,306" Self Mating Beam 6' 26'.4" 24'-4" 22'.8" 21'-4" 19'.2" 8' 22'.10" 21'.0" 19'.7" 18'-5" 16'-8" 9' 21'.6" 19'-10" 18'.6" 17'.5" 15'.8" 10' 20'-5" 18'.10" 17'-7" 16'.6" 14'-11" 11' 19'-6" 17'-11 " 16'-9" 15'-9" 14'-2" 12' 18'.8" 17'-2" 16'.0" 15'-1" 13'-7" 13' 17'-11 " 16'-6" 15'-5" 14'-6" 13'-1' 14' 17'-3" 15'-11" 14'.10" 13'-11" 12'-7" Notes: Above spans do not include length of knee brace, Add horizontal length of knee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTFN f'FR"-'ISSION OF LAWRENCE E BENNETT. P E PAGE 2-21