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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <br /> <br />Wind Load = <br />Applied Load = <br />Maximum <br /> <br />Table 2.2.1: Allowable Attributable Roof Area per Post for Carports, <br />Patio Covers, and other Open Buildings - ALUMINUM POSTS <br /> <br />Aluminum Post <br />102 MPH ! 110 MPH . 120 MPH r 125 illip~f [ '140 MPH <br />17 #/Sq. Ft,;20 #/~qJt. 123 t!!$g. FtJ~6 #/Sq.f(t!2 #/S9. Ft. <br />Allowable Roof Area in Square Feet for Various Loads on Post <br />2" x 2" x 0.044" Hollow Extrusion or <br />121 103' 90 <br />91 77 67 <br />71 60 52 <br />53 45 39 <br />2" x 3" x 0.050" Hollow Extrusion or <br />161 137 119 105 86 <br />147 125 109 96 78 <br />94 80 69 61 50 <br />70 60 52 46, 37 <br />3" x 2" x 0.070" Hollow Extrusion - Aluminum Allo'y 6063 T-6 <br />200 170 148' 131 . 107 <br />150 128 111 98 80 <br />117 99 86 76 62 <br />88 ,75 65! 5L 47 <br />3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 <br />140 . 119 I 104 ! 92' .. ., <br />1 05 89' 78 . 69 <br />82 69 60 53 <br />61 52 45 40 <br />3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 <br />212 : 180 I 157 '138 113 <br />159 ' 135 '117 1 04 84 <br />124 105 91 81 66 <br />93 79 68 61 49 <br />3" x 3" x 0.060" Fluted Hollow Extrusion - Aluminum 6063 T-6 <br />200 170 148 131 107 <br />150 128 . 111 98 80 <br />117 99 86 76 62 <br />88 75 65 . 57 47 <br /> <br />Height <br />7'-4" <br />8'-7" <br /> <br />9'-10" <br />11'-1" <br />Height <br />8'-2" <br /> <br />9'-6" <br />10'-11" <br />12'-3" <br />Heig,ht <br />8'-2" <br />9'-6" <br />10'-11" <br />12'-3" <br />Height <br />10'-0" <br />11'-8" <br /> <br />13'-4" <br /> <br />15'-0" <br />Height <br />11'-0" <br />12' -1 0" <br />14'-8" <br />16'-6" <br />Height <br />11'-10" <br />13'-10" <br />15'-10" <br />17'-10" <br /> <br />Load in Lbs <br />2,064 <br />1,548 <br />1,204 <br />903 <br />Load in Lbs <br />2,736 <br />2,502 <br />1,596 <br />1,197 <br />Load in Lbs <br />3,408 <br />2,556 <br />1,988 <br />1,491 <br />Load in Lbs <br />2,381 <br />1,786 <br />1,389 <br />1,042 <br />Load in Lbs <br />3,600 <br />2,700 <br />2,100 <br />1,575 <br />Load in Lbs <br />3,408 <br />2,556 <br />1,988 <br />1,491 <br /> <br />79 <br />60 <br />46 <br />35 <br /> <br />65 <br />48 <br />38 <br />28 <br /> <br />..j <br /> <br />74 <br />56 <br />43 <br />33 <br /> <br />---... <br /> <br />Example: <br />Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': <br />A = S x (W/2 + O.H.); If'S' = 7', W = 12', and O.H, = 2' then: 'Area' = 56 Sq. Ft. <br />For a 10'-11" post and 120 m.p.h. wind load or 23 # / Sq. Ft. post choices are: <br />1) 2" x 3" x 0.044" Hollow Extrusion <br />2) All post sizes listed below the 2" x 3" x 0.044" Hollow Section <br />Note: <br />Where job conditions dictate a post height of 10' in a 120 MPH wind zone, a 3" x 3" Roll Formed <br />COULD NOT BE used because when it is more than 10' tall it can only support 39 SF of roof. On the <br />other hand, a 3" x 3" Fluted Post with a post height of 10'- T' can support an area of 128 square feet of <br />area. Thus, design must satisfy both height and area requirements. <br /> <br />Lawrence E. Bennett, P.E. <br />011I. ENt3INEfER - DEVB.OPIEHT CONSU..TANT <br />P.O. BOX 4368, SOUTH DAYTONA, FI.. 32121 <br />TEl.EPHOIE (90<4) 787-4n4 <br />FAX (90<4) 787-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />62 <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED ,. WHOLE OR ,. PART WIl1iOUT Tl-E WRITTEN PERMSSlON OF LAWRENCE E. BENETT, P.E. <br />