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<br />SECTION 2 <br /> <br />ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS <br /> <br />Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, <br />Patio Covers, and other Open Buildings - ALUMINUM POSTS <br /> <br /> Aluminum Post <br />Wind Load = 102 MPH I 110 MPH 120 MPH 125 MPH I 140 MPH <br />Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Fl 23 #ISo. Fl 26 #150. Fll'32 #lSQ. Fl <br />Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br />HeiClht 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" 2,268 133 113 99 87 71 <br />Height Load in Lbs 3" x 3" x 0.125" Hollow extrusion - Aluminum Allo\l 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 />Heioht 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" 4,074 240 204 177 157 127 <br /> <br /> Steel Post <br /> Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH <br /> Apolied Load = 17 #/50. Ft.l 20 #150. Ft. 23 #/50. Ft.1 26 #/Sq. Ft.1 32 #/5Q. Ft. <br /> Maximum Allowable Roof A.rea in Sauare Feet for Various Loads on Post <br />! Heiaht Load in Lbs I 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel <br />! 19'-10" 10.050 591 I 503 437 i 387 i 314- <br />I 21'-9" 7,430 437 I 37? 323 i 286 i 232 <br />I 23'-9" I 5.538 332 I 282 245 I 217 I 175 <br />I 25'-9" I 4.371 257 I 219 190 I 168 I 137 <br /> .Heiqht I Load in Lbs 3" x 3" x 11 Gauqe Post - 45 k.s.i. Steel <br /> 19' -8" I 15,870 934 I 794 I 690 i 610 ! 496 I <br /> 21'-7" I 11.730 690 I 587 I 510 I 4'" I 367 <br /> vi <br />I 23"0" I 8.970 528 I 449 I 390 I 345 , 280 <br />, I <br /> 25'-6" 6.900 406 j 345 300 I 265 I 216 <br /> Heiqht Load in Lbs 4" x 4" x 14 Gauc:e Post - 46 k.s.i. Steel <br /> 26'-8" 12,650 744 633 550 I 487 I 395 <br /> 29'-3" I 9,350 550 468 407 I 360 I 292 <br /> 32'-0" I 7,150 421 358 311 I 275 I 223 <br /> 34'.8" I 5.500 I 324 2/5 239 I 212 I 172 <br /> <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 /> <br />SEAL <br /> <br />PAGE <br /> <br />2-24 <br /> <br />@ COPYRIGHT 2000 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. <br />