Übersetzung für "Lastabtrag" in Englisch

The suspension device 88 is fixedly connected to the lifting column 14 for load transfer.

This significantly reduces load-reaction through the plate unit into the walls.

In this way, improved load transmission from the solar module to the holder is achieved.

At the same time, a vertical load diversion via the supporting wall 1 is also achieved.

Each of them has an individual fiber layout which results in a material efficient load-bearing system.

The bending load of the stabilization elements also enhances load transfer over the horizontal components.

So, the load is transferred via the inner bearing capacity.

With this, the suggested device ensures both a vertical load diversion and a horizontal fixation of the façade plates.

The load is taken up through the rigid pegs 16 and 17 in the respective pocket in the fuel assembly head 2, so that the screw bolt 22 can be nonloaded.

This is where the idea of adaptive structures comes in: with the help of precise set actuators, the load transfer is manipulated in such a way that deformations and stresses can be reduced.

The routing of the ducts with a cross sectional area of up to 1,60 m x 1,80 m required an especially careful planning due to the limited space and the premise not to change the roof structure ascribed to Hans Döllgast. Moreover, sound absorbers weighing up to 800 kg had to be positioned in a way that en- sured a load transfer compatible with the existing structures.

To provide for reliable load transfer a predetermined minimum contact area is required for the cross-bolts, and that area determines the necessary depth of each opening.

Here, it would be necessary to use more material than is actually required to provide a structure that is stable in respect of shape to achieve the flexural stiffness required for load transfer.

At the same time, mortar stilts, as they are called, may be formed in the recesses 14, permitting load transfer to the ground 31 to take place.

Every holder rests on the associated cross rail with a comparatively large contact area so that a correspondingly stable and easily calculable load transmission is possible.

To achieve good weather resistance and a secure reliable load-carrying capacity such height adjusting screws are made from high-quality steel.

Consequently the load distribution ring rests on the hardened grouting material under the load of the pylon and the entire grouting material gap provides for transmitting the load to the foundation at the intended pressure per unit of area so that damage to the foundation is prevented.

However, load-introduction and also connecting the membrane unit to the plate unit is simpler when the mixing device is fixated in a mounting unit which is surrounded by the plate unit.

It is to be noted that the steel pylon possibly has to be reinforced around the bore in order to ensure that the loads involved are securely carried as otherwise the steel pylon would be weakened by the bore or bores.

This also leads to a serious limitation in the difference pressure loading in the plant spaces even in the case of serious pipeline fractures, with the result that a planar steel beam holding and sealing construction is made possible even in the case of only limited load reduction (due to the technically possible section moduli).

As a result, optimization in terms of structural mechanics is possible, making it possible to efficiently connect the blades or vanes to a rotating disk of a gas turbine and ensuring an optimum load transfer.

This feature is made possible by the battery housing being adapted to the load transfer necessary in this connection, for example because the battery housing represents a so-called braced vacuum insulation.

The connecting wall 14 and therewith the connecting openings 24 are also bordered on three sides by the first and second reinforcing bars 20, 22 in order thereby ultimately to provide for load transmission by way of the connecting wall 14 to the reinforcing bars 20, 22 and from there into the corresponding steel reinforced concrete body of a pylon segment.

Was there a failure of the connection according to the invention after the construction of the foundation, it would even be the target case since then a load dissipation of 100% was occurring via the grout connection.

In order to position the rail flexibly with respect to the carrier, all conventional rail fasteners have a component that consists of a number of individual parts and has a slot through which the horizontal load dissipation takes place.

On account of the circular opening, maximum load dissipation between the anchoring rail with the undercut groove and the fastening element is ensured.

Nevertheless, the load is dissipated (theoretically) exclusively via the point bearing pressure/point resistance, since the lateral friction is not mobilized owing to settlement being absent.

After the corner posts are grouted into the foundation piles, according to the prior art, no more load-dissipation occurs through the pile stoppers, rather only via the grout connection of the corner posts in the foundation piles.

By the large-area load transfer, contrary to compressive load bearing elements of prior art, the risk is avoided that settlements or elastic deformations of the building part located above or minor weak spots in the connection to the underlying building part, for example due to the formation of cavities or sedimentation, here a local overload results and thus a failure of the thermal insulation element.