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<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 />