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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 /> Applied Load = 17 #/Sa. Ft. 20 #lSa. Ft,l 23 #/Sa. Ft. 26 #lSa. Ft.132 #lSa. Ft. <br /> Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post <br /> Heiaht Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allo, 6063 T-6 <br /> 11'-10" 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" 2268 133 113 99 87 71 <br /> ~ Load In Lbs 3" x 3" x 0,125" Hollow Extrusion - Aluminum Allo, 6063 T-6 <br /> 6,912 346 301 266 216 <br /> -1 5,184 305 I 259 225 199 162 <br /> 18'-4" 4032 237 I 202 175 155 126 <br /> 20'-7" 3,024 178 I 151 131 116 95 <br /> Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Allo, 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" 4074 240 204 177 157 127 <br /> Steel Post <br /> Wind Load = 102 MPH 110 MPH I 120 MPH 125 MPH I 140 MPH <br /> Applied Load = 17 #/Sq, Ft, 20 #lSq. Ft.1 23 #/Sq. Ft.1 26 #lSa. Ft. 32 #lSq. Ft. <br /> Maximum Allowable Roof Area in Sauare Feet for Various Loads on Post <br /> Heiaht Load in Lbs 3" x 3" x 14 Gauge Post - 46 k,s.i. Steel <br /> 19'-10" 10,050 591 503 437 387 314 <br /> 21 '_9" 7,430 437 372 323 286 232 <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 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" 8970 528 449 390 345 280 <br /> 25'-6" 6,900 406 345 300 265 216 <br /> Heiaht Load in Lbs 4" x 4" x 14 Gauge Post. 46 k.s.i. Steel <br /> 26'-8 " 12,650 744 633 550 487 395 <br /> 29'.3" 9350 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 />- <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER. DEVELOPMENT CONSUL rANT <br /> P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767~556 <br /> SEAL <br /> PAGE <br /> @ COPYRIGHT 2000 <br /> 2-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. <br /> <br />"-- <br />