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<br />SECTION 2 <br /> <br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS <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 />Wind Load = <br />Applied Load = <br />Maximum <br />Height Load in Lbs <br /> <br />1'-4" 2,064 <br />8'-7" 1,548 <br />9'-10" 1 ,204 <br />11'-1" 903 <br />Height Load in Lbs <br />8'-2" 2,736 <br />9'-6" 2,502 <br />10'-11" 1,596 <br />12'-3" 1,197 <br />Height Load in Lbs <br />8'-2" 3,408 <br />9'-6" 2,556 <br />10'-11" 1,988 <br />12'-3" 1,491 <br />Height Load In Lbs <br />10'-0" 2,381 <br />11 '-8" 1 ,786 <br />13'-4" 1 ,389 <br />15'-0" 1 ,042 <br />Height Load in Lbs <br />11 '-0" 3,600 <br />12'-10" 2,700 <br />14'-8" 2,100 <br />16'-6" 1,575 <br />Height Load in Lbs <br />11 '-1 0" 3,408 . <br />13'-10" 2,t)56 <br />15'-10" 1,988 <br />1 l' -10" 1 ,491 <br /> <br />Aluminum Post <br />. 1()2 MPH110'MPH -, '120MPHT125MPH . 140 MPH <br />: 1 'tiH?q~n._~~Q!#.L~qJ:~.+_'23 #/Sq:Ft:t 26 JlISq~Ft.: 32 #/Sq. Ft. <br />_~llow_~bl!.~oof Area in Square Feet for Various Loads on Post <br />2" x 2" x 0.044" Hollow Extrusion or <br />2" x 2" x 0.045" Sn.!}lExtru!iion;- Aluminum Alloy 6063 T-6 <br />121 '-103 H__,_. 90 -.., 79 . . 65 <br />91 77 67 60 48 <br />71 60 52 46 38 <br />53 45 39 35 28 <br />2" x 3" X O.OSC" Hollow Extruslon'or <br />2" x3" x 0.045" Snap Extrusion; ~ Aluminum All016063 T-6 <br />161 '137' ..r 'f19--~ -105 - 86 <br />147 125 I f09 9Ef 78 <br />94 80 69 61 50 <br />70 60 52 46 37 <br />3" x 2" x 0.010" HollowExtrusion - Aluminum Alloy 6663 T-6 <br />200 ' rrO'-"'. . 148H .. 131 107 <br />150 128 11 1 98 80 <br />117 99 86 76 62 <br />88 75 I -65 57 47 <br />"3" x ~'i x C.04It. RofLForm'ed -A!.u_'!Illlum AII()l} 1 05 14-14 <br />140 119 104 92 74 <br />105 8978 .69 56 <br />82 69 60 53 43 <br />61 ...l", .,,5t. ,.. <15._ .. .,. 40 33 <br />3" x3" x 0.060" Roll Formed - AluminumAlloy 3105 H-14 <br />212 ..-;--18Cy---- '157-.H.. 138 113 <br />159 135 '111 104 84 <br />124 105 91 81 66 <br />93 79 68 61 49 <br />3" x 3" x O.060iiFlutedHollowExtrusion - Aluminum 6063 T-6 <br />200 - 1"70 . 148'" 131 107 <br />150 128 f11 98 80 <br />1 17 99 86 76 62 <br />88 75 65 57 47 <br /> <br />Example: <br />Find Roof Area Needed; Area = 'A'; Post Spacing ='S'; Structure Projection = 'W': <br />A = S x (W/2 + OH.); If'S' = 1', 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" Snap Section <br />2) All post sizes listed below the 2" x 3" Snap Section <br /> <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'- 7" 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 />a\Il. fiifIGEBf - 1EVB.0Pr0SIT CONSU. T ANT <br />P.O. BOX 4368, SOUTrt DAYTONA, FL 32121 <br />TE1..EPHOl'oE (904) 767-04774 <br />FAX (004) 767-6666 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />52 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOlE OR N PART WIlliOUT TIE WRITTEN PERMSSlON Of' LAWRENCE E. BeH:TT, PE. <br />