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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS <br /> <br />_1F.1 i1 r:.-"''''-III <br /> <br />Height <br />1 1 . ~ <br />1'1 1 ..~ <br />11J 1J <br /> <br />17 10" <br />Height <br />13.9" <br />16'.1' <br />le'-4' <br />20.7" <br />Height <br />15.9' <br /> <br />1.~' ~,' <br />~ 1 rl' <br /> <br />23.8' <br /> <br /> <br />Wind Load = <br />Applied Load = <br />MaJl:lmum <br /> <br />Load m Lbs <br />5 184 <br />3888 <br />3024 <br />2,268 <br />Load in Lbs <br />6.912 <br />5,184 <br />4.032 <br />3.024 <br />Load in Lbs <br />9312 <br />G.984 <br />5.432 <br />4074 <br /> <br />SECTION 2 <br /> <br />140 MPH <br /> <br />162 <br />122 <br />95 <br />71 <br /> <br />::'J0 <br /> <br />291 <br />218 <br />170 <br />127 <br /> <br />~5:' <br /> <br /> Steel Post <br />Wmd Load = 102 MPH I 110 MPH I 120 MPH 125 MPH 140 MPH <br />Applied Load = 17 #/Sq Ft I 20 #/Sq, Ft 23 #/S'1 Fl 26 #/Sq, Ft 32 #/5'1. Ft. <br /> Maximum Allowable Roof Area in 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 43i 37~ 323 286 232 <br />2J',Q' 5,638 332 282 245 7fT 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 08T 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,j, Steel <br />26'.8" 12,650 744 633 550 487 39 <br />29'.3" 9,350 550 468 407 36iJ 29 <br />'37-0" 7150 421 358 311 275 ~ <br />34'.8' 5,500 3~4 270 239 212 1 <br /> <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 /> <br />SEAL <br /> <br />@ COPYRIGHT 1 ~199 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P E <br /> <br />PAGE <br /> <br />71 <br />