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Best Practices Magazine - issue nº1 - English

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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>

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