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<br />Table 3.1.1:
<br />
<br />Allowable Beam Spans. Hollow Extrusions for Screen
<br />and I or Viny I (Open] Rooms with Solid Roofs
<br />Aluminum Alloy 6063 T~
<br />
<br />
<br />102 MPH
<br />
<br />110 MPH
<br />
<br />Wind Zone
<br />120 MPH
<br />
<br />Applied I.oad
<br />20 III sq.rlII!TT~Ft
<br />
<br />amp e:
<br />
<br />For 2".2". 0,044" Extrusion beam span is d,stance between cprlghtS, to enter table roof panel pro;ectlon
<br />of 14'-0" find load width,
<br />I.,W, = 14'12 + 2' OH = 9' E 'ier :able on left under load wldL~ Load Width = 9'-0", Read span under
<br />a ppropriate load:
<br />U.<3 Load @ 17 III Sq,Ft /102 M,PH Load 3eam Span = r---5'-6"
<br />Note:
<br />
<br />Glass Rooms: TM add,tlon of alum,num frame windows ""Ih glass panes that are des'gned to 110 MP,H,
<br />WIM load reqUIrements 10 the above upright Sizes increases the strength so Ihal addit,onal framing's nol
<br />reqUired, Tables assume extruSion oriented wIth ionger extrusion dimenSion parallel to app~;ed ioad
<br />
<br />All TECHNICAL ASSISTANCE MATERIAlS ,A.lOE
<br />PROVIDED "A>lS". AND ROYAL ALUMiNUM
<br />DISCLAIMS ALL WAll.UNTIES, EXPRES5ED OR
<br />lMPUfD, lNCLlIDING BlIT NOT LIMITED TO, ALL
<br />WMP-ANTIES Of MERCHANTAlIlLlTY OR FITNESS
<br />fOR A PAI\T1CULAA PLiRJ>OSE. ROYAL ALUMINUM
<br />DOES NQ'r WAARANT THAT ANY PRODUCT Will
<br />COMPLY WITH STATE OR LOCAL hl'lLDlNG CODES
<br />CIJSTOMfl\5 All.E SOUL Y RESPONSIBLE FOR
<br />ENSURINO COMPlWKE WITH M"Y AND All
<br />GOvtANMfNT At REG liLA nONS.
<br />
<br />Table 3.1.2:
<br />
<br />Allowable Beam Spans. Hollow Extrusions for Screen
<br />and lor Viny I (Open] Rooms with Solid Roofs
<br />Aluminum Alloy 6063 T ~
<br />
<br /> Wind Zone
<br /> 102 MPH I 110 MPH I 120 M PH I 125 MPH 14~~
<br /> Applied Load
<br /> 1TTTsq.-Ft I 20 # I sq. rt I 2J # I sq. r~ I 26 # I Sq. F~ J2 # I Sq. ft
<br /> Loaa VV,dth 3' X 2' X 0,050'
<br /> 0' 7J'"-~ tH> I ~..,. T-T e.1U
<br /> 6' ~'-( /. I I r-4" S-n' o -J
<br /> {"-II ,..;' I 0.10" ' 0-5" ~-~'
<br /> . .,.-.~' o.lu 1 6'-5" -~ ,-,'
<br /> ~' I"UJ" e-' I ' 6'-<J~ -,:-s" ,.1"'
<br /> 1U' 0'-8- 0'-\ I 5'-9~ 5'-4" 4'.IU"
<br /> 11 0'-4 5'. " I ,-~' 5'." 4-,
<br /> 12' 0'.1 I 5'-, r 5"-3~ 4'=TI" 4'.~
<br /> Load VV,ath 3" X 2' . 0,070'
<br /> , 10'-' 9''';' ' 8',8' 8'-2" '-'-4'"
<br /> b 9"-3" ~.., , .,," !".<)"' e-,,"
<br /> 8'./ (.II 7-4' '6"=11' o .J"
<br /> .' 1"-11 j..; 6'.11' 0'.<)' ,-IU"
<br /> 9' 1"-fJ 0'.11 ' 6'-fJ' 0'-'- ,-0"
<br /> 10 {".2 0'., 6'.Z' . '5'="9' 5.J"
<br /> 11 Ij'-HT 0'-'>' 5'-10' 'S:O I 4-11
<br />- .. ---,.-.,.---- r-~~ ~ 5'-~ --s:3"
<br /> '- ',.)-..J , 4-~'
<br />--Coad WIdth 2' X .l' . O,O;\;
<br /> o' 1'-' I 1\)'-J 9'-/" 8'-11 ~-I
<br /> 5' 1~2" I ~4 ~'-9' 8'-2" , -,
<br /> ~'-y I ~-o ~'-1' 7-7 o-IU"
<br /> .' ~'-~" I ~- I { .{" 7.," 0-'
<br /> ~. .'.J" I i-a" /.,' 6'-8" ci'UJ"
<br /> 10' {.Hr I ,'-3"' 0-9' 6'-4" o -S"
<br /> 2"X~' 6'.11 I Ij'-;' 6'-'- ,-0
<br /> 12' 6., I o'-L' 5'.10" ,.3"
<br /> I.oad W,Oth ..
<br /> , 13"-9"' 12'-<:> "'.10" IU'-IJ'
<br /> . 1l'.{" -, 10'-9" 10'-Z" ~'-l
<br /> 11'-1' 10"-'3 ' ~'. 9'-5- 8'-<:>
<br /> .' 1 Cl. 1 0" '0'-,,. 9'-4' 8'-9" / .",
<br /> ~' 10'-3" g'.o I 8'.10" 8',3" 1"-0"'
<br /> 10 9"-g- 8'.11' r 8'-4' {".'O" (.,'
<br /> 11' 9'.3" 8'.., r T.'1 7-6- o-g"
<br /> 12' 8'.10" 8'-. I I"'~' T.r 0-<:>
<br />
<br />Note:
<br />
<br />Glass Rooms: The addrtion of alumInum frame ""ncowS ...ft~ glass panes that are des'gned to 110 M,P,H,
<br />WInd load -eqUlremenls 10 the above upright sizes Increases the strength so that addrtionallramlng ,$ not
<br />required,
<br />
<br />Table 3.1.3: Allowable Spans For CARRIER Beams in a Solid Roof, ENCLOSED Structures
<br />102 MPH Wind Zone, Applied load = 29lb~sqft Aluminum Alloy 6063 T--6, Fb = 15,000 psi
<br />
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