Transportation of 'Vechthoeve' House, Netherlands
At the end of 2013, the ‘Vechthoeve’ was transported over a distance of 1,640 ft. The wooden house, referred to as the Pippi Longstocking house, is situated close to Amsterdam, the capital of the Netherlands. The villa had to be relocated because of plans to widen the A1 highway.
Techniek en Methode B.V.
Bresser Grote Projecten
Ministry of Infrastructure and the Environment
The following data refer to the model of the floor slab.
Length: ~ 72 ft | Width: ~ 43 ft | Height: ~ 3 ft | Weight: ~ 125 t
Number of Surfaces: 3 | Finite Elements: 7,522
In nearly three months, Bresser from ‘s-Gravendeel, Netherlands, completed the project of moving the house over both land and water to its final destination at the Hoogerlust estate.
The ‘Vechthoeve’ is a part of the ‘Defence Line of Amsterdam’ (UNESCO heritage). Due to its great cultural and historical value, it was decided by the Dutch Ministry of Public Works that the monument would be relocated to a new location and be given a new function.
Consequently, transporting the house over water was the only option, in which two dikes had to be passed. The relatively weak dikes were crossed by two temporary bridges and a set of sheet piles.
In order to adequately support the building during the transportation phase, a completely new foundation was made. Additionally, seventeen steel foundation piles were installed inside the building. The same amount of jacks were used to lift the complete structure 8.86 ft off the ground. Finally, a set of so-called SPMTs (Self Propelled Modular Transporters) were moved underneath the 11 13⁄16 in thick concrete foundation slab.
Concrete Foundation Slab Design
In RFEM 5, a set of three models were made:
- Permanent situation
- Jacking up
The model consists of several concrete surfaces loaded by line loads (the jacks) and dead load. The jacks were modeled as flexible supports with different stiffnesses in each direction. The required reinforcement in the slab was designed with the use of the module RF‑CONCRETE Surfaces.
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Since wind on laterally open structures is not addressed in the Eurocode, the 4 cases of the German DIN 1055 Part 4 are referenced.
Required reinforcement for rib and axial force distribution, wall taking into account the construction stages
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Which units are specified in the result display of the support reactions (kN or kN/m)? A note about this is missing in the graphic.
In the case that the support reactions are given in kN/m, for which distance does the value apply?
Is it possible to specify shrinkage effects as loads?
- Where do I find the setting to specify the entered structural component as a "wall" or "slab"?
- The four plates, identically loaded, show different negative moments at the point of support. Is this a mistake?
- How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
- Is it possible to set parameters for shrinkage and creep calculation in RF-CONCRETE Members?
- I would like to convert the load from a surface load to a line load, that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
- I have defined temperature loads, strain loads, or a precamber. As soon as I modify stiffnesses, the deformations are no longer plausible.
- Can the properties, such as B. the cross -section or the surface thickness as well as the material of a surface of an existing element for a new element?
- When should the punching load be determined with the (un)smoothed distribution of the shear forces at the critical perimeter?
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