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shelves and selecting total required ca-
<br />pacity for frame; Read vertically from
<br />maximum shelf spacing to point where
<br />capacity shown equals or exceeds re-
<br />quired total frame load.
<br />There ore absolutely no dead spots along
<br />full height of the column, permitting beam
<br />placement freedom. Each column has a
<br />foot plate pre -punched for logging to the
<br />floor.
<br />The placement of the bracing Is calcu-
<br />lated to meet Individual upright section
<br />requirements, The horizontal and diago-
<br />nal bracing, (1 1/2 x 1 114), are Inserted
<br />and mig welded directly to the columns,
<br />The factor Is based on minimum yield
<br />point of 1.92, which conforms to Stan-
<br />dordsof the American Iron& Steel Institute
<br />(AISO and Rack Manufacturers Institute
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