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Our experts I Structural Calculation<br />
lationship, the need to perform a second<br />
order calculation will be determined.<br />
Individual analysis: verifying<br />
elements<br />
In the verification of the different elements<br />
that make up the structure the following<br />
concepts, among others, must be taken<br />
into account:<br />
Uprights - Frames - Anchorage plates<br />
- Upright mainly function by compression<br />
and flexion.<br />
- The use of the reduction factor for buckling,<br />
obtained by laboratory testing or<br />
by using theoretical formulas.<br />
- The internal forces obtained from the<br />
down-aisle and cross-aisle calculations<br />
will be jointly perpended.<br />
- Axil force on the diagonals of the<br />
frame.<br />
- Axil force and momentum on uprights’<br />
footplates.<br />
- Axil and shear force on fastening anchorage<br />
to the slab.<br />
Beams - Connectors<br />
- Working primarily with bending and<br />
shearing forces.<br />
- Buckling (deflection) is limited to a maximum<br />
of L/200. Occasionally, for certain<br />
installations smaller value deflections<br />
are required.<br />
So that the conventional<br />
pallet racking function<br />
safely, it is fundamental<br />
to know the structure<br />
you are working with,<br />
the preventive actions<br />
that exist and the safety<br />
measures to keep in mind.<br />
- Consideration of the cross-aisle forces<br />
of location.<br />
- Verifying the shear force and deflection<br />
in the endplate.<br />
Blocks of bracing - Vertical and horizontal<br />
bracing - Spacers<br />
- The brace diagonals work exclusively on<br />
axil force.<br />
- Verification of the deflection and shear<br />
forces on the elements that connect the<br />
diagonals of the vertical bracing to the<br />
frames (bracing spacers).<br />
- The actions of the bracing increases the<br />
forces on the uprights and beams that<br />
form part of the block of bracing or that<br />
are adjacent to it.<br />
- The eccentricity of the actions of the<br />
vertical bracing in respect to the racks<br />
requires a study of the torsion behaviour<br />
of the elements that form part<br />
of the block of bracing, as well as the<br />
racks.<br />
Actions<br />
There are different types of actions that<br />
may affect the strength and stability of<br />
the racks, so that it is also imperative to<br />
contemplate them when setting up an<br />
installation of this kind. The actions on the<br />
racking are classified into several groups:<br />
Permanent actions<br />
- Weight of the racks.<br />
- Permanent loads and various equipment<br />
supported by the racking.<br />
Variables actions<br />
- Weight of the pallets.<br />
- Weight and actions due to mobile loads<br />
on platforms and walkways.<br />
- Actions due to the location of the pallets<br />
(vertical + horizontal).<br />
- Actions on the positioning profiles.<br />
- Actions due to storage equipment<br />
guides.<br />
- Actions due to the imperfection in the<br />
elements and assembly.<br />
- Other actions arising from national regulations<br />
(wind, snow, etc.).<br />
- The weight of the pallets together with<br />
the general imperfection deemed as a<br />
156 <strong>Best</strong> <strong>Practices</strong>