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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 110MPH 120 MPH I 125 MPH 140 MPH <br /> Applied Load = 17 #/SQ. Ft. 20 #/SQ. Ft. 23 #/SQ. Ft. 26 #/SQ. Ft. 32 #/SQ, Ft. <br /> Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br /> HeiQht Load in Lbs 3" x 3" x 0090" Hollow Exlrusion ' Aluminum Allo' 6063 T-6 <br /> 11',10" 5,184 3U5 2~9 225 199 162 <br /> 13'-10" 3,888 229 El4 169 150 122 <br /> 15'-10' 3,024 178 151 131 116 95 <br /> 17'-10' 2268 131 113 99 87 71 <br /> Heiaht Loa, Lbs 3" x 3" x 0.125" Hollow Extrusion - Aluminum Allo\ 6063 T-6 <br /> 346 301 266 216 <br /> 16 -1 5, 4 305 259 225 199 162 <br /> 18'-4' 4,032 237 202 175 155 126 <br /> 20'-7" 3.024 178 151 131 116 95 <br /> Heiaht Load in Lbs 4" x 4" x 0,125" Hollow Extrusion - Aluminum Allo\ 6063 T-6 <br /> 15'-9" 9,312 ~8 466 405 35/J 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 110MPH I 120MPH 125MPH I 140 MPH <br /> Applied Load = 17 #/SQ. Ft. 20 #/SQ, Fl. 23 #/SQ Fl. 26 #/SQ. Ft. 32 #/SQ, Ft. <br /> MaXimum Allowable Roof Area in Square Feet for Various Loads on Post <br /> Heiaht Load in Lbs 3" x 3" x 14 Gauge Post 46 kSI Steel <br /> 19'-10" 10.050 591 503 4 J 7 387 314 <br /> 21'-9' 7,430 437 3ll JlJ 286 232 <br /> 23'-9' 5,638 332 282 2-15 217 176 <br /> 25'-9" 4.371 257 219 '')0 16/J 137 <br /> Height Load in Lbs 3" x 3" x 11 Gauge Post. 46 kS.1 Steel <br /> 19'-8" 15,870 934 794 t;90 610 496 <br /> 21'-7" 11,730 690 587 510 451 367 <br /> 23',6" 8.970 528 44~J 3~JU 345 280 <br /> 25'-6' 6.900 406 34~) 100 265 216 <br /> Heiaht Load in Lbs 4" x 4" x 14 GauQe Posl .46 kS.i. Steel <br /> 26'-8" 12,650 744 633 550 487 395 <br /> 29',3' 9.350 ~)50 461J 407 360 292 <br /> 32'-0' 7,150 471 358 311 275 223 <br /> 34'-8' 5,500 3;'>-1 :!7r:) 239 212 172 <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br /> P.O. BOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767.0556 <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 />