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<br />ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 <br /> <br /> <br />Wind Load = 140 MPH <br />Applied Load = <br />Maximum <br />Height Load in Lbs <br />11.10" 5,184 <br />13'-10' 3,888 <br />1 -10' 3,024 <br />17'-10" 2,268 <br />Height Load in Lbs <br />13.9 6,912 <br />16-1 5,184 <br />18'-4' 4,032 <br />20'-7' 3,024 <br />Height Load in Lbs <br />15'-9 9,312 <br />18'-5' 6,984 <br />21 -0' 5,432 <br />23'-8 4,074 <br /> <br />J <br />',-. <br /> <br /> Steel Post <br />Wind Load = 102 MPH I 110 MPH I 120 MPH I 125 MPH I 140 MPH <br />Applied Load = 17 #/Sq. Ft. I 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. 32 #/Sq. 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.sJ. Steel <br />19-10 10,050 591 503 437 387 314 <br />21-9' 7,430 437 372 323 286 232 <br />23'-9 5,638 33:.! 262 245' 217 116 <br />2S'-9 4,311 257 219 190 168 137 <br />Height Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.!. Steel <br />19-8 15,870 9 4 794 690 610 4 <br />21-7 11,730 6 0 587 510 451 3 <br />23-6 8,970 5 8 449 390 345 2 <br />25'.6' 6,900 4 '6 345 300 265 2 <br />Height Load in Lbs 4" x 4" x 14 Gauge Post - 46 k.sJ, Steel <br />26.8 12,650 744 633 550 481 3 <br />29'.3 9,350 550 4ti8 407 360 <br />32-0 7,150 421 358 311 us 2 <br />34'-6' 5,500 324 'Lf';J 239 212 1 <br /> <br />1,--, <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) 767-6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. <br /> <br />PAGE <br /> <br />71 <br />