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All values in the
above tables assume that each column carries half of the frame load.
The table values are expressed in pounds per frame. These
values are based on gravity loading only that is purely axial.
Any condition where the axial load is accompanied by moment, the
axial load capacity will be less. This will occur for
non-symmetrical loading conditions. The capacities also assume
that the base plates and the bracing are of adequate strength and
that all other parts of the rack have been properly designed.
All values are for undamaged racks that are installed plumb.
It is the rack user’s responsibility to properly maintain the racks
to ensure that the carrying capacity of the racks is not reduced by
damage and that any changes to the rack configuration do not cause
an unsafe condition.
Frame
capacities are based on the unsupported length, which is the
measurement of the distance between the floor and the top of the
first beam or the maximum spacing between beams, whichever governs.
Capacities
do not take seismic, wind or other lateral forces into
consideration.
Upright
frames have to be anchored with at least one anchor bolt in each
post and require a minimum concrete floor strength of 3,000 PSI for
the maximum loads.
Contact
the Unarco Springfield Office for any of the following conditions:
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Any application
where the frame load exceeds 31,000 lbs. These frames may need
larger base plates or heavier bracing.
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Any application
that requires seismic design where the design ground
acceleration Ss exceeds 25%g in IBC areas.
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Configurations
that require a frame deeper than 60 inches or higher than 40
feet.
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Applications
that involve support platforms or catwalks or any application
other than normal pallet rack.
-
Any single row
where the height-to-depth ratio exceeds 6 to 1. These must be
checked for anchorage against overturning.
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Any condition
which creates uncertainty as to the proper use of these tables.
Column
protection is recommended for uprights subjected to potential column
abuse from lift trucks.
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