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<br />~ DESCRIPTION ---1 WT/FT C::A~~.rWALL~ FLGE t-:J ALLOY II
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<br />STRUCTURAL ITEMS DESCRIBED
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<br />(A) 1 x2 OPEN BACK 0,276 0,2-30 0,044 0,044 6063- T5
<br />B 1 x3 OPEN BACf< 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 PATIO BEAM 0,518 0.441 0,044 0.044 6063- T5
<br /> 2x2 SNAP BEAM 0.542- ------- 0,041 0,041 6063- T5
<br />E 0,461
<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 />H 2x4 PATIO BEAM 0,799 0,679 0,050 0,050 6063- T5
<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 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 /> 2x9 5MB 2,317 1.970 . 0,072
<br />N 0.224 6063- T6
<br />0 3x2 POST BEAM-' -(T800 '--~~ -^.-... '---,-- 0,070 6063- T5
<br />0,680 0,070
<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 />----..-- '-------- L--.__ L-.__.._ l..._____
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<br /> ANGLES DESCRIBED
<br /> --
<br />(AA) 2x2x.125 ANGLE 0,569 0,484 0,125 0.125 6063- T6
<br />AB 2x2x,093 ANGLE 0,427 0,363 O~b93 0,093 6063- T6
<br />AC 1 x1 x.062 ANGLE 0,141 0,120 Q062 0,062 6063- T6
<br />~AD lx2x.062 ANGLE-- 0,214 0.182 -Cf062 0,062 6063- T6
<br />1AE 1 x3x,ll 0 ANGLE 0,323 0,275 0,070 0,070 6063- T6
<br /> --
<br /> RECENING 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 6063- T6
<br /> 1. 75x3,23x.11 0 0.834 0,710 0,110 0,110 6063- T6
<br /> --.--
<br /> SUPER GUTTERS DESCRIBED
<br /> 4"x4" EXTRUDED '--
<br /> 1.270 1,080 0,070 0,070 6063- T6
<br /> 4 x5 EXTRUDED- 1.358 1,155 0.075 _1 0,075 6063- T6
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<br />~ ALUMINUM STRUCTURES MASTER PUN
<br />EN<>>mN1 NC, @ COPYRIGHT AL, INC, 1994
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