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<br />A TT ACHED & FREEST ANDING COVERS AND UTILITY SHEDS SECTION 2 <br />Table 2.2.2: Allowable Attributable Roof Area per Post for Carports, <br /> Patio Covers, and other Open Buildings - ALUMINUM POSTS <br /> Aluminum Post <br />Wind Load = . 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH <br />Applied Load = 17 #/Sq. R. 20 #/Sq. R. 23 #/Sq. R. 26 #/Sq. R. 32 #/Sq. R. <br />Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post <br />Height Load In Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br />11 '-1 0" 5,184 305 259 225 199 162 <br />13'-10" 3,888 229 194 169 150 122 <br />15'-10" 3,024 178 151 131 116 95 <br />17'-10" 2,268 133 113 99 87 71 <br />Helaht Load In Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br />13'-9" 6,912 407 346 301 266 216 <br />16'-1" 5,184 305 259 225 199 162 <br />18'-4" 4,032 237 202 175 155 126 <br />20'-7" 3,024 178 151 131 116 95 <br />Height Load In Lbs 4" x 4" x 0.125" Hollow Extrusion -Aluminum Alloy 6063 T-6 <br />15'-9" 9,312 548 466 405 358 291 <br />18'-5" 6,984 411 349 304 269 218 <br />21'-0" 5,432 320 272 236 209 170 <br />23'-8" 4,074 240 204 177 157 127 <br /> Steel Post <br />Wind Load = 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH <br />Aoolied Load = 17 #/Sq. R. 20 #/Sa. R. 23 #/Sq. R. 26 #/Sa. R. 32 #/Sa. R. <br />Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br />Helaht Load In Lbs 3" x 3" x 14 Gauae Post - 46 k.s.i. Steel <br />19'-10" 1 0,050 591 503 437 387 314 <br />21'-9" 7,430 437 372 323 286 232 <br />23'-9" 5,638 332 282 245 217 176 <br />25'-9" 4,371 257 219 190 168 137 <br />Helaht Load In Lbs 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel <br />19'-8" 15,870 934 794 690 610 496 <br />21'-7" 11,730 690 587 510 451 367 <br />23'-6" 8,970 528 449 390 345 280 <br />25'-6" 6,900 406 345 300 265 216 <br />Helaht Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.s.l. Steel <br />26'-8" 12,650 744 633 550 487 395 <br />29'-3" 9,350 550 468 407 360 292 <br />32'.0" 7,150 421 358 311 275 223 <br />34'.8" 5,500 324 275 239 212 172 <br /> Lawrence E. Bennett, P.E. <br /> CIVl. ENGH:ER - DEVELOPM:NT CONStLTANT <br /> P.O. BOX 4388, SOUTH OAYTONA, FL 32121 <br /> lB.EPHCltE (904) 787-4774 <br /> FAX (904) 787-8558 <br /> SEAL <br />@ COPYRIGHT 1998 PAGE <br />NOT TO BE REPRODUCED N WHOlE OR N PART WITHOUT TI-E WRITTEN PERMSSION OF LAWRENCE E. BEI'#ETT, P.E. 63 <br />