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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />.F.1i1r:w....... Allowable Attributable Roof Area per Post for Carports, <br />I;'atio Covers, and other Open Buildings - ALUMINUM POSTS <br /> <br />Aluminum Post <br />Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq, Ft. <br />Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br />Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br />5.184 3lJ5" 259 225 199 <br />3,888 229 194 169 150 <br />3.024 178 151 131 116 <br />2,268 133 113 99 87 <br />Load in Lbs Jilllllij3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br />6,912 346 301 266 <br />5,184 259 225 199 <br />4.032 237 I 202 175 155 <br />3,024 178 I 151 131 116 <br />Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Alumi.num Alloy 6063 T-6 <br />9.312 548 466 405 358 <br />6,984 411 349 304 269 <br />5,432 320 272 236 209 <br />4,074 240 204 177 157 <br /> <br />He ig ht <br />11'-10" <br />13'-10" <br />15'-10" <br />17'-10" <br />Height <br />13'.9' <br />16'-1' <br />18'-4" <br />20'-7" <br />Height <br />15'.9" <br />18'-5" <br />21-0' <br />23'-8" <br /> <br />Height <br />19'-10" <br />21'-9" <br />23'.9 <br />25'.9' <br />Height <br />19'-8' <br />21-7' <br />23'.6 <br />25'-6 <br />Height <br />26-8' <br />29-3' <br />32'-0" <br />34-8" <br /> <br />162 <br />122 <br /> <br />71 <br /> <br />216 <br />162 <br />126 <br />95 <br /> <br />291 <br />218 <br />170 <br />127 <br /> <br />Wind Load = <br />Applied Load = <br />Maximum <br />Load in Lbs <br />10,050 <br />7,430 <br />5,638 <br />4,371 <br />Load in Lbs <br />15,8 0 <br />11,730 <br />8,970 <br />6,9(0 <br />Load in Lbs <br />12,E 50 <br />9,3 0 <br />7,1 iO <br />5,5lO <br /> <br />Steel "Post <br />102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. <br />Allowable Roof Area in Square Feet for Various Loads on Post <br />3" x 3" x 14 Gauge Post - 46 k,s.i. Steel <br />591 503 437 <br />437 312 323 <br />332 282 245 <br />257 219 190 <br />3" x 3" x 11 Gauge Post - 46 k.s.i. Steel <br />934 794 690 <br />690 587 510 <br />528 449 390 <br />406 345 300 <br />4" x 4" x 14 Gauge Post - 46 k.s,i. Steel <br />744 633 550 <br />550 468 407 <br />421 358 311 <br />324 275 239 <br /> <br />387 <br />286 <br />217 <br />168 <br /> <br />610 <br />451 <br />345 <br />265 <br /> <br />487 <br />360 <br />275 <br />212 <br /> <br />314 <br />232 <br />176 <br />137 <br /> <br />496 <br />367 <br />280 <br />216 <br /> <br />39 <br />29 <br />22 <br />17 <br /> <br />Lawrence E. Bennett, P.E, <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />POBOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767-6556 <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTFN PERMISSION OE I AWRFNCF F RF NNF II P r <br /> <br />. ............----...-.+-....---......-----. <br /> <br />9'" <br />"' <br /> <br />SECTION 2 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />71 <br />