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<br /> I ALUMINUM EXTRUSIONS ID CHART I <br />IIMARK I DESCRIPTION I WT 1FT I AREA I WALL t I FLGE t I ALLOY II <br /> STRUCTURAL ITEMS DESCRIBED <br />(A) 1 x2 OPEN BACK 0,276 0,230 0.044 0,044 6063- T5 <br />B 1 x3 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 />D 2x2 P A no 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 />F 2x3 PATIO BEAM 0,681 0,579 0,050 0,050 6063- T5 <br />G 2x3 SNAP BEAM 0.680 0.578 0,045 0.045 6063- T5 <br />HI 2x4 PATIO BEAM 0,799 0.679 0.050 0,050 6063- T5 <br /> 0.786 0,668 0,045 0.045 6063- T5 . <br />I 2x4 SNAP BEAM <br />J 2x4 5MB 1.008 0.857 0.044 0.1 '?>5 6063- T6 <br />IK I 2x6 5MB 1,342 1.141 0,054 0.n5 6063- T6 . <br />L 2x 7 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 />N 2x9 5MB 2.317 1.970 0.072 0.224 6063- T6 <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 0,125 6063- T6 <br />S 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 <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 1 x2x. 062 ANGLE 0.214 0.182 0,062 0,062 6063- T6 <br />AEJ 1 x3x, 11 0 ANGLE 0.323 0.275 0,070 0,070 6063- T6 <br /> RECEIVING CHANNELS DESCRIBED <br />(CA) 1.5x2.125x,062 0.362 0.308 0.062 0.062 6063- T6 <br />CB 1.5x3.125x.062 0.438 0.372 0.062 0,062 6063- T6 <br />(CC) 1. 75x3, 23x, 11 0 0,834 0.710 0,110 0.110 6063- T6 <br /> SUPER GUTTERS DESCRIBED <br />_( GA) 4"x4" EXTRUDED 1. 270 1. 080 0,070 0,070 6063-T6 <br />(GB) 4 x5 EXTRUDED 1.358 1,155 0,075 0,075 6063- T6 <br /> - <br />AEID / <br /> ,I <br />1/ ~ ALUMINUM STRUCTURES MASTER PLAN 17 / <br /> ENC>>O.JI'D, 1<<:. @ COPYRIGHT AL. INC. 1994 <br /> / <br /> -------,........ <br /> ,,"""'...," <br />