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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 Ailoy 6063 T-6 Wind Zone = 102 MPH I 110 MPH 120 MPH 125 MPH 140 MPH Applied load = 17# I Sq. Ft. I 20# I Sq, Ft. 23# I Sq. Ft 26# , Sq. Ft. 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'-?" 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'-?" 11'-1 A" 10'-8" 9' 13'-10" 12'-9" 11'.11" 11'-2" 1 0'-1" 10' 13'-2" 12'-1" 11'-3" 10' - 7" g'-7" 11' 12'-6" 11'.?" 10'-9" 10'-1" 9'-2" 12' 11 '-11" 11'-1" 10'-4" 9'-8" 8'-9" 13' 11'-6" 10'-7" 9'-11" g'-4" 8'-5" 14' 11'-1" 10'.3" 9'-6" I 8'-11" 8'-1" I lead Width 2" )( 8" )( 0.072" )( 0.224" Self Mating Beam I 6' I 22'-0" 20'-4" T 18'.11" I 17'-10" 16'.1" 8' I 19'-1" 17'-7" I 16'-5" I 15'-5" 13'-11" I 9' I 17'-11 " i 16'.7" I 15'.5" I 14'.6" 13'-1" 10' I 1/'-1" I 15l-9" I 1.1'-8" I 13'-9" 12'-5" I 11' I 16'-3" i 14'.11" 13'-11" i 13'-2" 11 '-1 0" ! 12' I 15'.7" I 14'-4" 13'.5" I 12'-7" 11 '-4 It ; I 13' i 14'-11 " I 13'-9" 12'-10" I 12'-1" I 10'-11 " 14' I 14'-5" I 13'-3" I 12'-5" I 11'-8" lC'.6" Load Width ! 2" x 9" x 0.072" )( 0,224" Self Mating Beam v ! 24'-5" j 22'-6" 20'-11 " I 19'-9" I 17'-9" ! 8' ! 21'-2" ! 19'-6" 18'-2" 17'.1" 15'_5" r g' I 19'.11" I 18'-4" 17'-2" i i 6'-1" I 14'-6" , ; 10' 18'-11" i 17'-5" i 16'-3" 15'-3" 13'-9" I ! 11' I 18'-0" I 16'-7" ! 15'-6" I 14'-1" 13'.2" I <~, 17'-3" I 15'-11" 14'-10" I 13'-11" 12'-7" ,"- 13' 16'.7" I 15'-3" 14'-3" 13'-5" 12'-11'1 I 14' 15l~1 -;" I 14'-9" I 13'-9" 12'-11" 11'-8" Lead Width 2" x 9" x 0.082" x 0,306" Self Mating Beam 6' 26'-4" 24'-4" 22'-8" 21'-4" 19'.2" 3' , 22'-10" I 21'-0" 19'-7" 18'.5" 16'-8" g' 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 P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-<>556 SEAL @ COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF U.WRENCE E. BENNETT, P.E. PAGE 2-21