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<br />SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <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 I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br /> ADDlled Load .. 17 #/Sa. Fll 20 tIISa. Fll 23 tIISa. Fll 26 tIISa. Fll' 32 tllSa. Fl <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 AIIO',i 6063 T-6 <br /> 11'-10" 5184 305 259 225 199 162 <br /> 13'-10" 3888 229 194 169 150 122 <br /> 15'-10. 3024 178 151 131 116 95 <br /> 17'-10. 2268 133 113 99 87 71 <br /> Helaht Load In Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Allo," 6063 T-6 <br /> 13'-9- 6912 407 346 301 266 216 <br /> 16'-1" 5184 305 259 225 199 162 <br /> 18'-4" 4032 237 202 175 155 126 <br /> 20'-7" 3024 178 151 131 116 95 <br /> Helaht Load In Lbs 4" x 4" x 0.125" Hollow Extrusion- Aluminum Allo} 6063 T-6 <br /> 15'-9" 9312 548 466 405 358 291 <br /> 18'-5. 6984 411 349 304 269 218 <br /> 21 '-0" 5432 320 272 236 209 170 <br /> 23'-8. 4074 240 204 177 157 127 <br /> Steel Post <br /> Wind Load .. 102 MPH I 110 MPH I 120 MPH I 125 MPH I .140 MPH <br /> Applied Load .. 17 tIISa. Fll 20 tIISa. Fll 23 tIISa. Fll 26 #/Sa. Fll 32 #/Sa. Fl <br /> Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post <br /> Helaht Load In Lbs 3" x 3" x 14 Gauge Post - 46 k.s.!. Steel <br /> 19'-10" 10 050 591 503 437 387 . 314 <br /> 21 '-9" 7430 437 372 323 286 232 <br /> 23'-9" 5638 332 282 245 217 176 <br /> 25'-9" 4371 257 219 190 168 137 <br /> -Helaht Load In'Lbs 3" x 3" x 11 Gauae Post - 46 k.s.l. Steel <br /> 19'-8" 15 870 934 794 690 610 496 <br /> 21'-7" 11730 690 587 510 451 367 <br /> 23'-6" 8970 528 449 390 345 280 <br /> 25'-6" 6900 406 345 300 265 216 <br /> Helaht Load In Lbs 4" x 4" x 14 Gauae Post - 46 k.s.l. Steel <br /> 26'-8" 12650 744 633 550 487 395 <br /> 29'-3" 9350 550 468 407 360 292 <br /> 32'-0" 7150 421 358 311 275 223 <br /> 34'-8" 5500 324 275 239 212 172 <br /> '"- <br /> Lawrence E. Bennett, P.E. <br /> CMt ENGINEER. DEVELOPMENT CONSULTANT <br /> P,O. BOX 4368. SOt.ITH DAYTONA, Fl32121 <br /> TElEPHONE (904) 787-<4n4 <br /> FIoJ< (904) 767~ <br />'.,- SEAL <br />PAGE <br /> @ COPYRIGHT 2000 <br />2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WlTHOllT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. <br /> <br />~ <br /> <br />,~ <br /> <br />,.r---. <br />