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A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 Table 2.1.1: Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# / Sq. Fl I 20# / Sq. Fl I 23# / Sq. Fl I 26# / Sq. Fl I 32# / Sq, Fl Load Width . 2" x 3" x 0.050" Hollow lllt 5' 9'-9" . g'.{)" 8'-5" 7'-11" 7'_1" 6' 8'-11" 8'-3" 7'-8" 7'-2" 6'-6" 7' 8'-3" 7'-7" 7'_1" 6'-8" 6'.{)" 8' 7'-9" 7'-1" 6'-8" 6'-3" 5'-8" 9' 7'-3" 6'-8" 6'-3" 5'-11" 5'--4" 10' 6'-11" 6'4" 5'-11" 5'-7" 5'..()" 11' 6'-7" 6'-1" 5'-8" 5'4" 4'-10" 12' 6'4" 5'-10" 5'-5" . 5'-1" 4'_7" Load Width 2" x 3" x 0.050 Hollow 5' 11 '-1" 10'-3" 9'-7" 8'-11" 8'-1" 6' 10'-2" 9'4" 8'-9" 8'-2" 7'-5" 7' 9'-5" 8'-8" 8'-1" 7'-7" 6'-10" 8' 8'-9" 8'-1" 7'-7" 7'-1" 6'-5" 9' 8'-3" 7'-8" 7'-1" 6'-8" 6'.{)" 10' 7'-10" 7'-3" 6'-9" 6'4" 5'-9" 11' 7'-6" 6'-11" 6'-5" 6'-1" 5'-6" 12' 7'_2" 6'-7" 6'-2" 5'-10" 5'-3" Load Width 2" x 4" x 0.050 Hollow lllt 5' 12'-3" 11 '-3" 10'-6" 9'-11" 8'-11" 6' 11 '-2" 10'4" 9'-7" g'.{)" 8'-2" 7' 10'4" 9'-7" 8'-11" 8'4" 7'-7" 8' g'-8" 8'-11" 8'4" 7'-10" 7'-1" 9' 9'-2" 8'-5" 7'-10" 7'-5" 6'-8" 10' 8'-8" 7'-11" 7'-5" 7' .{)" 6'4" 11' 8'-3" 7'-7" 7'-1" 6'-8" 6'.{)" 12' 7'-11" 7'_3" 6'-10" 6'-5" 5'-9" Load Width 2" x 4" x 0,050" Hollow 5' 13'-9" 12'-8" 11'-10" 11'-1" 1 O'.{)" . 6' 12'-7" 11 '-7" 10'-9" 1 0'-2" 9'-2" 7' 11'-7" 10'-8" 9'-11" 9'-5" 8'-6" 8' 10'-10" 1 O'.{)" 9'-4" 8'-9" 7'-11" 9' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" 10' 9'-9" 8'-11" 8'-4" 7'-10" 7'-111 11 ' 9'-3" 8'-6" 7'-11" 7'-6" 6'-9" 12' 8'-10" 8'-2" 7'-8" 7'-2" 6'-6" Load Width 2" x 4" x 0,038" x 0,100" Self Mating Beam 5' 14'-6" 13'4" 12'-6" 11'-9" 10'-7" 6' 13'-3" 12'-2" 11'4" 10'-8" g'-8" 7' 12'-3" 11'-3" 10'-8" 9'-11" 8'-11" 8' "'-5' 10'-7" 9'-10" 9'-3" 8'4" 9' , U'-' U" 9'-11" 9'-3" 8'-9" 7'-10" 10' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" 11' 9'-9" 9'-011 8'-5" 7'-11 " 7'...1" 12' 9'4" 8'-7" 81-1" 7'_7" 6'-10" Example: For 2" x 4" x 0.038" x 0.100" Self-Mating Beam: Beam span between uprights use load width to enter table. For 12' Roof Panel + 2' Overhang; Load Width = LW = 12' /2 + 2' O.H. = 8' : Enter table on left at 8' read allowable span under required load; Thus for 100 M.P.H. wind loadllive load or 17 #/Sq. Ft and Load Width = 8'.{)" Maximum Beam Span for 2" x 4" x 0.038" x 0.100" = ~ 11'-5" ~ Spansdo not include length of knee brace. Add horizontalleng Of lQ1ee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CNI. ENt16EER - DeVB.ClIPMEHT OONSI.LTANT P,O, BOX 4388, 80UTH DAYTONA, FL 32121 lB..B'HOfE (804) 787-4714 FAX (804) 787-8558 SEAL @ COPYRIGHT 1998 NOT TO BE REPRODUCED .. WHOlE OR .. PART Wl1liOUT TIE WRTTEN PERlISBION OF LAWRENCE E BENETT, P.E. PAGE 59