Übersetzung für "Niederzurrung" in Englisch

The tie-down lashing is placed halfway along the length of the cargo unit.

The rings rolled out from under the tie-down lashing that had been used.

Almost all conventional approaches to calculation disregard the horizontal components of an inclined tie-down lashing.

Each individual load package has a tie-down lashing.

Horizontal force components of the tie-down lashings here cancel each other out.

The securing effect of the tie-down lashing in a longitudinal direction is calculated using these parameters.

The securing effect of the tie-down lashing is rendered absolutely realistically.

Let us remember what method was used to secure the load, namely tie-down lashings.

The tests with and without tie-down lashings are important in the current context.

Once again, tie-down lashings were chosen to secure the load.

With a tie-down lashing, the securing effect (prestressing) has to be applied by hand.

Tie-downs only work on the basis of friction.

There is no transverse component with a purely vertical tie-down lashing.

And today, this remains an important subsidiary function of a tie-down lashing.

Once again, tie-down lashings are the focus of our attention.

This completely nullified the effect of the tie-down lashing.

The belt was now transformed from a tie down lashing to a direct lashing and immediately developed a considerable securing effect.

Figure 8 shows two careless errors: The lashings on the vehicle were all tie-down lashings.

Unlike a tie-down lashing, a loop lashing always exploits the full capacity of the lashing material.

A tie-down lashing can provide a securing force of approximately 300 kg (300 daN).

As a result, the details of the original mathematical models for assessing a tie-down lashing were corrected.

If this is not possible, an additional tie-down lashing must be placed over the spacer.

The tie-down lashing is (slightly) lengthened with a (small) increase in overall forces.

Lateral shifting of the load could be avoided by tie-down lashing using long angle tracks.

In the case of the distance A, there is a further issue in that it also acts as a tie-down lashing.

In addition, the time expenditure required for installing this load securing device as compared to a standard lashing-down would be so high that, again, there is no inclination on the part of the haulers to invest in this higher expenditure in time and installation.

The introduction of the k factor made it possible to use the transverse components of an inclined tie-down lashing in calculations.

Instead, the actual, more probable mode of action of a tie-down lashing should be pointed out, which does not correspond to that represented in the conventional approach to calculation.

Because of the importance of the key physical relationships in assessing the securing effect of a tie-down lashing, we shall spend some time developing this a little further.