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IN <br />AV <br />HOW TO USE FRAME CAPACITY CHART <br />After determining clearance between <br />shelves and selecting total required ca- <br />pacity for frame; Read vertically from <br />maximum shelf spacing to point where <br />i capacity shown equals or exceeds re- <br />qulred total frame load. <br />i UPRIGHT FRAME FEATURES <br />There are absolutely no dead spots along <br />full height of the column, permitting beam <br />Placement freedom. Eachcolumnhasa <br />foot plate pre -punched for lagging to the <br />floor. <br />MAXIMUM RIGIDITY AND STRENGTH <br />The placement of the bracing is calcu- <br />lated to meet individual upright section <br />requirements, The horizontal and dlago- <br />�_ not bracing, (T 1/2 x T 114), are inserted <br />and mig welded directly to the columns. <br />COLUMN FACTOR OF SAFETY <br />The factor Is based on minimum yield <br />point of 1.92, which conforms to stan- <br />dards of theAmericon Uon &SteetinsMute <br />(AISI) and Rack Manufacturers institute <br />(RMI), <br />FRAMES <br />FRAME CAPACITIES <br />4q' BEAM SPACING IN INCHES <br />lard Cmnc3N meaef <br />a�63 <br />5.PA7 <br />AA66 <br />2.711 <br />2Aba <br />2.278 <br />T%r <br />r A7% <br />tsc30 C <br />Iso a.t1 p <br />1u8AM 0.13 31 I <br />9A18 Vs 34 <br />0.906 0.18 36 <br />VIS G27 30 <br />F 757 um : <br />JnU <br />7 0.21 41 <br />D CA3p 4S 433 678 __a37 4Cs O.d1 ��-. US 6A6AV 565 0 52 58us1 se5 asa 60`"7 047 62 W% 656 UI 616 R63 6D6 QOJ .._..�_723 Qfi 768 073 " ; n U82 <br />