<br />
<br />~
<br />-
<br />-.
<br />..
<br />..
<br />..
<br />..
<br />=-
<br />...
<br />..
<br />..
<br />=-
<br />.
<br />AnD
<br />-I
<br />--.
<br />
<br />- -- -... ..--------______n...__
<br />
<br />I ALUMINUM EXTRUSIONS ID CHART)
<br />
<br />[MARK I OESCRIP nON I WI IF I] ARE A I WALL t [ri6tt --r-AiLO Y II
<br />STRUCTURAL ITEMS DESCRIBED
<br />
<br />(A) 1x2 OPEN BACK 0,276 0.230 0.044 0,044 6063-T5
<br />B 1x3 OPEN BACK 0.384 0.320 0.050 0.050 6063- T5
<br />C 3x2 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5
<br /> 0.518 0.441 0.044 c--;-- 6063- T5
<br />D 2x2 PATIO BEAM 0,044
<br /> -- -'6063- T5
<br />E 2x2 SNAP BEAM 0.542 0.461 0,041 0.041
<br />F 2x3 PATIO BEAM 0.681 0,579 0.050 O,05D 6063- T5
<br /> 0.045 ------.----. - 6063- T5
<br />G 2x3 SNAP BEAM 0,680 0,578 1)045
<br /> --~----- ~,
<br />H 2x4 PA TIO BEAM 0.799 0.679 0050 U05U r;U63- T5
<br /> Sf,IAP BEAM ------- -- -.--.---.. -- U,U4S' (IU/l1, (,ur;3=Ts-
<br />\1) 2x4 U.186 o.CGe
<br /> -- "- ---------..-------.- -..
<br />J 2x4 5MB 1.008 0,857 0.044 o lJ~; 6063- T6
<br /> 0054 -.--..-..-----. ------
<br />IK 2x6 5MB 1342 1. 141 U, 1 ,)~) 6063- T6
<br />L 2x7 5MB 1515 1.288 0.057 0.13::) 6063- T6
<br /> 5MB 2,147 1.826 0,072 I---
<br />1M 2x8 0224 6063- T6
<br />N 2x9 5MB 2.317 1.970 0.072 (li;d 6063-T6
<br /> .LL
<br />0 3x2 POST BEAM 0,800 0,680 0.070 0,070 6063- T5
<br />P 3x3 SCALLOPED TUBE 0.596 0.507 ,045-.078 ,045-,078 6063- T6
<br />Q 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063- T6
<br />R 3x3-0,125 TUBE 1,691 1. 438 0,125 o 12~) 6063- T6
<br />S 4x4-0.125 TUBE 2.279 1.938 0,125 0.125 6063- T6
<br />
<br /> ANGLES DESCRIBED
<br />(AA) 2x2x.125 ANGLE 0.569 0.484 0.125 0,125 6063- T6
<br />AB 2x2x.093 ANGLE 0,427 0.363 0.093 0, 093 6063- T6
<br />AC 1 xl x. 062 ANGLE 0.141 0.120 0.062 0.062 6063- T6
<br />AD 1x2x.062 ANGLE 0,214 0.182 0.062 0.062- 6063- T6
<br />AE 1 x3x.11 0 ANGLE o 323 0,275 0.070 0.070 6063- T6
<br /> RECEIVING CHANNELS DESCRIBED
<br /> 1.5x2.125x,062 0.362 0,308 0.062 0.062 6063- T6
<br /> 1.5x3,125x.062 0.438 - 0.372 0.062 0.062
<br /> 6063- T6
<br /> 1.75x3.23x.l10 0.834 0,710 0.110 0.110 6063-T6
<br /> SUPER GU HERS DESCRIBED
<br />
<br />
<br />(GA) 4"x4" EXTRUDED 1. 270 1.080 0.070 0070
<br />(GB) 4"x5-.r EXTRUDED 1358 1.155 0.075 our,
<br /> ----- '--
<br />
<br />l 6063- T6
<br />J__?f~ 3- T6
<br />
<br />~ ALUMINUM STRUCTURES MASTER PLAN
<br />ENC>>.EEFNlNC, @ COPYRIGHT AL. INC, 1994
<br />
<br />.' ~ ~ '
<br />
<br />. ,
<br />
<br />;t _ '- I ,t ',~ ,.~ 4Ji , ~ ~ t < l ~
<br />"JI '<. ~'j'.. , I' ", d I
<br />'~~~r J', ;,~~ ~ ~-i I Ii' t , I .~ t t ~
<br />
<br />""m.''f'''l....'.. r r', ""I'
<br />fi;,:!!jH' ':::1' ; j i ~ . i ,
<br />
<br />
<br />
<br />ill.
<br />,I i
<br />"",1 '.
<br />' ,
<br />
<br />Ii,
<br />1i'l'
<br />I,
<br />Iii,.
<br />Ii I
<br />Ii.
<br />q
<br />:1
<br />.j
<br />I!II
<br />i' ~
<br />ill
<br />~ I
<br />
<br />ii ~
<br />I"
<br />1'1
<br />:4
<br />: ~
<br />::1
<br />,:j
<br />
<br />j
<br />171
<br />
<br />'Ii
<br /><]
<br />i
<br />I
<br />~
<br />.j
<br />
<br />~!
<br />u
<br />, i
<br />
|