Laserfiche WebLink
<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> ~ F:1 i1 ~"''''-II! 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 T 110 MPH 120 MPH 125 MPH 1 140 MPH <br /> ApplIed Load = 17 II/Sq, Ft 20 #/Sq. Ft. T 23 #/Sq. Ft T 26 II/Sq. Ft T 32 II/Sq. Ft <br /> Ma~lmum Allowable Roof Area in Square Feet for Various Loads on Post <br /> Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion - Aluminum Alloy 6063 T-6 <br /> 11 :y 5.184 305 259 225 199 162 <br /> 13'.10 3.888 229 194 169 150 122 <br /> 1')'-I'T 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 /> 16'-1" 5,184 305 259 225 199 162 <br /> 18'.4" 4.032 237 202 175 1S-S- 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" 6,984 411 349 304 269 218 <br /> 21'-0" 5.432 320 272 236 209 170 <br /> 23'.8" 4074 240 204 ,-. 15~ 127 <br /> Steel Post <br /> Wind Load = 102 MPH T 110 MPH r 120 MPH 125 MPH 140 MPH <br /> Applied Load = 17 #/Sq. Ft. r 20 #/Sq. Ft 23 #/S'1 Ft. 26 #/Sq. Ft. I 32 #/5'1. Ft. <br /> Maximum Allowable Roof Area in Square Feet for Various Loads on Post <br /> Hei9ht Load in Lbs 3" ~ 3" ~ 14 Gauge Post - 46 k.s.i. Steel <br /> 19'-10" 10.050 591 503 437 387 314 <br /> 21'.9" 7.4 30 437 3r2 323 286 232 <br /> 23'-9" 5.638 332 282 245 2;7 176 <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 '94 690 610 496 <br /> 21'-f" 11,730 690 ""5'"87 5"10 451 367 <br /> 23'.6 8,970 ""5'"28 449 390 34"5"" 280- <br /> 25'-6" 6.900 406 345'" 300 265 210 <br /> Height 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" 9.350 550 468 40T 360 292 <br /> 32-0 , 15"0 421 3"58 311 2"75" 223 <br /> 34'-8' --S:SOO 324 275" 239 212 172 <br /> Lawrence E. Bennett, P.E. <br /> CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br /> POBOX 4368. SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX (904) 767-6556 <br /> SEAL <br />@ PAGE <br />COPYRIGHT 1999 <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRlnEN PERMISSION OF LAWRENCE E BENNEn. P E 71 <br />