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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 , 110 MPH 120 MPH I 125 MPH 1 140 MPH <br /> Applied Load · 17 tIISa. Ft.' 20 tIISa. Ft.1 23 tIISq. Ft.1 28 tIISa. Ft I' 32 tIISa. Ft <br /> Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post <br /> Helaht Load In Lbs 3- x 3- x 0,090- Hollow extrusion - Aluminum AII01 8083 T-8 <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 /> Height Load In Lbs 3" x 3" x 0.125- Hollow Extrusion. Aluminum AIIDl 6063 T-8 <br /> 13'"9. 6,912 407 346 301 266 216 <br /> 16'-1. 5184 305 259 225 199 162 <br /> 18'-4" 4,032 237 202 175 155 126 <br /> 20'-7" 3024 178 151 131 116 95 <br /> Height Load In Lbs 4- x 4- x 0.125- Hollow Extrusion - Aluminum Allo, 6063 T-8 <br /> 15'-9. 9,312 548 466 405 358 291 <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 , 110 MPH 120 MPH , 125 MPH , 140 MPH <br /> Applied Load = 17 tIISa. Ft.' 20 tIISa. Ft 1 23 tIISq. Ft 1 26 #lSa. Ft I 32 tIISq. Ft <br /> Maximum Allowable Roof Area In Sauare Feet for Various Loads on Post <br /> Helaht Load In Lbs 3- x 3" x 14 Gauae Post - 46 k.s.l. Steel <br /> 19'-10. 10050 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 /> -Height 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" 11 730 690 587 510 451 367 <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...I. Steel <br /> 26'-8. 12650 744 633 550 487 395 <br /> 29'-3. 9,350 550 468 407 360 292 <br /> 32'-0" 7150 421 358 311 275 223 <br /> 34'-8" 5,500 324 275 239 212 172 <br /> .- <br /> Lawrence E. Bennett, P.E. <br /> CMl ENGINEER - DEVELOPMENT CONSUlTANT <br /> P.O. BOX 4368. SOVTlf DAYTONA, Fl32121 <br /> TELEPHONE (904) 787-4n4 <br /> FAX (904) 787-6556 <br /> SEAL <br />PAGE @ COPYRIGHT 2000 <br />, <br />-"-.. 2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WIlliOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br /> <br />--------~ <br /> <br />,~ <br /> <br />,"'--"" <br />