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<br />t <br />"~I <br />I' <br />r <br />I <br />;1 IIMARK I <br /> <br />., <br />i <br />.J <br />Jj <br />~! <br />;1 <br />1 <br />j' <br />I <br />r <br /> <br />"I <br /> <br />:1 <br />:1 <br />:/ <br />'II <br />11 <br />:1 <br />l <br /> <br />I <br />I <br />/1 <br />M <br />J <br />I <br /> <br />;1 <br />I <br /> <br />AnD <br /> <br />I ALUMINUM EXTRUS~?NS ~D CHART I <br /> <br />~,. <br />'~ <br />I <br />I <br /> <br /> <br />" <br />~ ) <br /> <br /> <br /> <br />I WT 1FT [ AREAJ WALL t I FLGE t ] ALLOY -~ <br /> <br />DESCRIPTION <br /> <br />STRUCTURAL I TEMS DESCRIBED <br /> <br /> -- --..----r--------- -------- -..---- <br />(A) 1 x2 OPEN BACK 0,276 0,230 0,044 0,044 6063- T5 <br /> 1 x3 OPEN BACK -- 0,384 - 0.320- --0.050 0.050 6063-T5 <br />B <br />C 3x2 PATIO BEAM 0.681 0.579 0,050 0,050 6063- T5 <br />D 2x2 PATIO BEAM 0.518 0,441 0,044 0.044 6063-T5 <br />E 2x2 SNAP BEAM 0,542 0.461 0.041 0,041 6063- T5 <br /> -~.._-- --.----- .-.-- -- ----- -..--" 0,050 6063- T5 <br />F 2x3 PATIO BEAM 0,681 0.579 0,050 <br /> -. f------ 0,578 0,045 0,045 6063- T5 <br />G 2x3 SNAP BEAM 0.680 <br /> 2x4 PATIO BEAM 0.799 0,679 -. 0,050 0,050 6063- T5 <br />H <br />I 2x4 SNAP BEAM 0,786 0,668 0,045 0,045 6063- T5 <br />J 2x4 5MB 1,008 0.857 0.044 0.135 6063- T6 <br />K 2x6 5MB 1,342 1.141 0,054 0,135 6063- T6 <br />L 2x7 5MB 1,515 1,288 0,057 0.135 6063- T6 <br />M 2x8 5MB 2,147 1,826 0,072 0,224 6063- T6 <br /> 2x9 5MB .-- 2,317 1.970 0,072 -- <br />N 0,224 6063- T6 <br /> 3x2 POST BEAM .. no_~____ ~O,68-0- --,,~, 0,070 6063.- T5 <br />0 0,800 0,070 <br />p 3x3 SCALLOPED TUBE 0,596 0.507- --o.-.m._- ,045-.0/8 6063-- T6 <br />.045--078 <br />0 3x3- 0, 093 TUBE 1,256 i,068 O,IJ93 0.093 606,)- T6 -, <br />R 3x3-0,125 TUBE 1,691 1,438- -..--.-- 0125 606Fffij <br /> 0,125 <br />S 4x4-0,125 TUBE 2.279 --.- -- 0 1 25 <br /> 1.938 0,125 6063-- T6 <br /> ---- --- <br /> <br /> ANGLES DESCRIBED <br /> - <br />(AA) 2x2x.125 ANGLE 0,569 0,484 0,125 0,125 6063-T6 <br />AB 2x2x,093 ANGLE 0427 0363 0]93 0,093 6063-- T6 <br />AC 1x1x,06i' ANGLE 0.141 0.120 0,062 0,062 6063- T6 <br />AD 1 x2x,062 ANGLE 0,214 0.182 0.062 0,062 6063- T6 <br />AE 1 x3x.l1 0 M~GLE 0,323 0275 0,070 - 0,07'0 6063- T6 <br /> RECEIVING CHANNELS DESCRIBED <br /> -- <br /> l,5x2,125x.062 0.362 0,308 0,062 0.062 6063- T6 <br /> l,5x3.125x,062 0.438 0,372 0.062 0.062 6063- T6 <br /> 1, 75x3,23x,ll 0 0,834 0,710 0,110 0,110 6063- T6 <br /> - <br /> SUPER GUTTERS DESCRIBED <br />GA 4" x4" EXTRUDED 1.270 10~O70 0,070 6063- T6 <br />(GB) 4 x5 EXTRUDED 1,358 1.155 0,075 0.075 6063- T6 <br /> ~ ---~---- ---~- .J <br /> <br /> <br />~ ALUMINUM STRUCTURES MASTER PLAN <br />E~~, @ COPYRIGHT AL, INC. 1994 <br /> <br />~-~._--- <br /> <br />--~ <br /> <br />----~- ---- - --~----_.~_.._~._---- <br />