Laserfiche WebLink
<br />AITACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> . f:1 i1 ~~..,___ 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 110 MPH 120 MPH . I 125 MPH i 140 MPH <br /> Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. <br /> Ma.imum 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 :'0 5.184 305 259 225 199 162 <br /> 13"-1 G 3.888 229 1114 169 150 122 <br /> ' S',11)" 3.024 178 101 131 116 95 <br /> 17-10" 2,268 133 llJ 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" ...5,184 305 259 220 199 162 <br /> 18'-4.' 4.032 237 2U2 170 155 126 <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" 6.984 411 349 304 269 218 <br /> 21'-0'. 5.432 320 272 23'3 209 170 <br /> 23'-8" 4074 240 204 , ~... 15-' 127 <br /> Steel Post <br /> Wind Load = 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH <br /> Applied Load = 17 It/Sq. Ft. 20 It/Sq. Ft. J 23 It/Sq. Fl. I 26 It/Sq. Ft 32 It/Sq. Ft. <br /> Maximum Allowable Roof Area in Square Feel 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.' 10.000 091 0 437 387 314 <br /> 21'-9" 7.430 437 323 286 232 <br /> 23'-9' 5.638 332 8 245 217 176 <br /> 25'-9' 4,32.1 257 1 190 168 13f <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 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.s.i. Steel <br /> 26'-8'. 12.650 744 633 550 487 395 <br /> 29'-3" 9.350 550 468 407 360 292 <br /> J2-0 7.150 421 358 311 LI':J 223 <br /> 34'-8' 0,000 324 275 239 212 1 f2 <br /> Lawrence E. Bennett, P.E. <br /> CIV/L ENGINEER - DevELOPMENT CONSUL TANT <br /> PO BOX 4368, SOUTH DAYTONA, FL 32121 <br /> TELEPHONE (904) 767-4774 <br /> FAX. (904) 767-6556 <br /> SEAL <br />@ COPYRIGHT 1999 PAGE <br /> NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F BENNETT. P F 71 <br />