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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> _1f1 i] ".....,~ 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 125 MPH 140 MPH <br /> Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. 23 #/Sq. Ft. 26 #/Sq. Ft. 32 II/Sq. Ft. <br /> Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br /> HeIght Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. AlumlOum Alloy 6063 T.6 <br /> 11 :) 5.184 305 259 225 199 162 <br /> 1 J 1 ~) 3. 888 229 194 lfi9 150 1')') <br /> 1 " 1'] 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 Alloy 6063 T-6 <br /> 13'.9 6.912 407 346 301 266 216 <br /> 15'.1'. 5,184 305 259 225 199 162 <br /> Hf-4" 4,032 237 202 175 155 126 <br /> 20.7.' 3,024 178 151 131 116 95 <br /> Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br /> 15'.9' 9,312 548 466 405 358 291 <br /> 18'.5.' 6,984 411 349 3~': 259 218 <br /> 21'.0" 5,432 320 272 2'" 2('9 170 <br /> 23'.8'. 4.074 240 204 ' .0 '5~ 127 <br /> Steel Post <br /> Wind Load = 102 MPH 110 MPH 120 MPH I 125 MPH I 140 MPH <br /> Applied Load = 17 /I/Sq. Ft 20 II/Sq Ft I 23 ItISC] Fl I 26/1/Sq Ft 32/1/Sq. Ft. <br /> MaXimum Allowable Roof Area 10 Square Feet for Various Loads on Post <br /> HeIght Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s.i, Steel <br /> 19'.10' 10050 591 503 437 387 314 <br /> 21.-9" 7.430 437 372 323 286 232 <br /> 23'.~'. 5,638 332 282 245 217 176 <br /> 25'.9'. 4,371 257 219 190 168 137 <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 36, <br /> 23'.6 8,970 528 449 390 345 280 <br /> 25'.6" 6.900 406 345 300 265 216 <br /> Height load in lbs 4" x 4" x 14 Gauge Post - 46 k,sl. Steel <br /> 26'.8.' 12,650 744 633 550 487 395 <br /> 29'.3'. 9.350 550 468 407' 350 292 <br /> 32-0 7150 421 358 311 275 223 <br /> 34'.8' 5.500 324 275 239 212 17, <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT <br /> POBOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (geM) 767.4774 <br /> FAX (geM) 767-6556 <br /> SEAL <br />@ COPYRIGHT 1999 PAGE <br /> NOT TO BE R[f'RODUCED IN WHOLE OR IN PART WITHOUT THE WRIDEN PERMISSION OF LAWRI NU I lH NNI Tl P I 71 <br />