Laserfiche WebLink
<br />TABLE 1 <br /> <br />~c~!-')' <br />ATTACHED ALUMINUM COVERS---"'~ <br /> <br />MAXIMUM SPANS FOR STANDARD ALUMINUM ROOF PANELS <br />OF 3105 H-28 ALLOY <br /> <br />... <br /> <br /> <br />WIND LOADS: CARPgBI~LSCBEEN_BQQ~..t$!_Af\JDOTHER OPEN BUILDINGS <br /> <br />~~~ <br /> <br />15'-6" <br />14"-4" <br /> <br />NO O.H. <br /> <br />l' O. H. <br /> <br />2'0. H. <br /> <br />15'-11" <br />14' 3" <br />1.3' 0" <br /> <br />16'-1" <br />14' ~" <br />13' 2" <br /> <br />16'-5" <br />14 10" <br />13' 7" <br /> <br />3"x 0.032" <br />100 MPH W. L. 18'-10" 18'-11" 19'-3" 19'-9" <br />110 MPH W. L. 16'-10" 16'-11" 17'-4" 17'-11" <br />120 MPH W. L. 15'-4" 15'-6" 15'-11" 16'-6" <br />LIVE LOAD; ALL BUILDING TYPES <br />O.H. CONDITION NOO.H. l' O. H. 2' O. H. 3' O. H. <br />3"x 0.026" <br />20 #/SF L. L. 16'-1" 16'-2" 16'-7" 17'-2" <br />30 #/SF L. L. 13'-1" 13'-3" 13'-8" 14'-5" <br />3"x 0.032" <br />20 #/SF L. L. 18'-4" 18'-5" 18'-9" 19'--3" <br />30 #/SF L. L. 14'-11" 15'-1" 15'-6" 16'--1" <br /> <br />1. TOTAL ROOF PANEL WIDTH = ROOM WIDTH PLUS WALL WIDTH PLUS OVERHANG. <br />2. THE SMALLEST VALUE OF THE WIND LOAD TABLE OR THE L.L. TABLE GOVERNS. <br /> <br /> <br />LAWRENCE E. BENNETT, P.E. <br />ClVlL ENGINEER & DEVELOPMENT CONSUlTANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (904) 767-4774 <br />FAX # 1 (904) 767-6556 <br /> <br />C COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN ~RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. <br /> <br />3 <br />47 <br />