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<br /><: , ,/1 <br />_") , A '''' <br /> <br />TABLE 2 <br /> <br />i' <br />l <br />I <br />! . <br />l <br />f. <br />r <br />:1 <br />! <br />i <br />, <br />~ <br /> <br />SChl:EHED eNcLosURES: SCREEN J ViNyl At4d sollb eOVl:h <br /> <br />MAx. ROOF BEAM SPANs FOR SCREEN & VINYL RooMs AND <br />GLAss ttooMs <br /> <br />WI SOLID ROOFS 6063 T-6 ALLoy <br />ExAMPLE: FOR 2"x 3"x 0.050"; BEAM SPAN BETWEEN UPRIGHTS USE LoAD WIDTH <br />TO ENTER TARLE lOAD WIDTH == lW == 1-1'/2 + 2' o.H. == 9' <br />ENTER TABLE oN LEFT @ 9' & READ SPAN UNDER APPROPRIATE LoAD; <br /> <br />THUS FOR 100 MPH WIND LOADI L.L. @ 18ft/SF SPAN == 6'-3" <br /> <br />BEAM SIZE B~AM spAN FOR VARioUs LoAn coNolrtoNs <br />lOAD WIDTH 100 MPHI10fl'SF. 110 MPHI22"'SFu 32"SF 120 MpH <br /> <br /> 2"1( 2"xO.044" EXTRUSION <br /> 5' 5'-1 f" 5'-4" 5'-1" 4'-5" <br /> 6' 5'-4" 4'-10" 4'-8" 4'-0" <br /> 7' 5'-0" 4'-6" 4'-4" 3'-9" <br /> 8' 4'-8" 4'-2" 4'-0" 3'-6" <br /> g' 4'-4" 3'-f f" 3'-9" 3'-3" <br /> 10' 4'-2" 3'-9" 3'-7" 3'-1" <br /> 11' 3'-f f" 3'-7" 3'-5" 2'-f 1" <br /> 2"x 2"110.050" EXTRUSION <br /> 5' 6'-5" 5'-10" 5'-7" 4'-10" <br /> S' 5'-fO" 5'-4" 5'-1" 4'-4" <br /> 7' 5'-5" 4'-1 f" 4'-8" 4'-1" <br /> 8' 5'-1" 4'-7" 4'-5" 3'-9" <br /> g' 4'-9" 4'-4" 4'-2" 3'-7" <br /> fa' 4'-6" 4'-1" 3'-11" 3'-5" <br /> 11' 4'-2" 3'-9" 3'-9" 3'-3" <br />--\ 2"1( 3"xO.050" EXTRUSION <br />6' 7'-8" 6'-1 f" 6'-7" 5'-9" <br /> 7' e" 6'-5" 6'-2" 5'-4" <br /> 8' 6'-8" ) 6'-0" 5'-9" 5'-0" <br /> g' EXAMPLE l)==3" 5'-8" 5'-5" 4'-8" <br /> fa' 5'-1 f" 5'-5" 5'-2" 4'-5" <br /> 11' 5'-8" 5'-2" 4'-11" 4'-3" <br /> 12' 5'-5" 4'-11" 4'-8" 4'-0" <br /> 2"x 2"xO.090" W/1"x 2"xO.044" EXTRUSiON <br /> 7' 8'-3" 7'-2" 9'-7" 8'-8" <br /> 8' 7'-9" 6'-8" 8'-11" 8'-1" <br /> g' 7'-4" 6'-4" 8'-5" 7'-7" <br /> 1 0' 6'-11" 6'-0" 8'-0" 7'-3" <br /> 11' 6'-7" 5'-8" 7'-7" 6'-11" <br /> 12' 6'-4" 5'-6" 7'-4" 6'-7" <br /> 13' 6'-1" 5'-3" 7'-0" 6'-4" <br /> 2"x 3"1(0.050" TILT BEAM WI 1"x 2"1(0.044" EXTRUSiON <br /> T 9'-10" 8'-11" 8'-6" 7'-4" <br /> 8' 9'-2" 8'-4" 8'-0" 6'-11" <br /> g' 8'-8" 7'-10" 7'-6" 6'-6" <br /> 10' 8'-3" 7'-5" 7'-1" 6'-2" <br /> 11' 7"-10" 7'-1" 6'-9" 5'-11" <br /> 12' 7"-6" 6'-10" 6'-6" 5'-7" <br /> 13' 7"-3" 6'-6" 6'-3" 5'-5" <br /> <br />1 <br /> <br /> <br />! <br /> <br />LAWRli:NCF: E. bENN~TT, r.E. <br />CIVIL ENGINEER" OEVEI,orMENT CONSIJI:rANT <br />P. o. BOX 4368 SOUTH D^YTONA, Fl 32121 <br />PIION~ 1 (904) 767.4774 <br />ru' 1 (904) 767-6556 <br /> <br />\0 CfJPYRIGH r. 1996 <br />NOI H) ElE m:PRODUCED IN WHOLE on IN fl\nT WIlHOUT WRlllEN PERMISSION FRoM LAWRENCE E. BENNETT. PE <br /> <br />2 <br />31 <br />