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2007-05-07

Analysis, Evaluation, and Application of Load Transfer for Roof Structure of Riding Hall of Wilhelmshöhe Castle in Kassel, Germany

The present thesis deals with the structural analysis of historic timber structures using an example of the riding hall of the Wilhelmshöhe Palace in Kassel, Germany.

Author	Dietrich Herr
University	University of Kassel, Germany, Faculty of Civil Engineering

An objective of this thesis is to document and analyze the structure in terms of its load-bearing capacity. For the calculation, the determination of the flexibility of connections is crucial. This allows for a realistic design of the load transfer between the components.

The thesis analyzes and documents the methodology and the force application for the connections occurring in the Wilhelmshöhe riding arena.

Analysis, Evaluation, and Application of Load Transfer for Roof Structure of Riding Hall of Wilhelmshöhe Castle in Kassel, Germany

"Since I have already tested and used other structural analysis software at the beginning of my thesis, I would like to express my great praise to your company, because the RSTAB program is structured very clearly and is also very easy to use with the manual."

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Videos

Knowledge Base

KB 001264 | 2018 NDS Timber Column Design in RFEM 6

Length: 00:00:00 min

Knowledge Base

KB 001714 | Timber Beam-Column Design per NDS 2018 Using RF-/TIMBER AWC Module

Length: 00:00:58 min

Knowledge Base

KB 001714 | Timber Beam-Column Design per NDS 2018 Using RF-/TIMBER AWC Module

Length: 00:01:02 min

Knowledge Base

KB 000946 | Separate Load Entry for Structure or Foundation Design

Length: 00:00:34 min

Knowledge Base

KB 000967 | Database of Foundation Templates

Length: 00:00:56 min

General

What are Actions?

Length: 00:02:32 min

Knowledge Base

KB 000873 | Alternative to Gamma Method: Semi-Rigid Composite Beam as Framework Model

Length: 00:01:15 min

Knowledge Base

KB 000857 | Modelling of Member Perpendicular to Existing Member

Length: 00:00:34 min

FAQ

FAQ 004989 | I have defined temperature loads, strain loads, or a precamber. Once…

Length: 00:01:06 min

Playlist

Models to Download

Partial Model of the "Krokodil" Residential Building in RSTAB (© Timbatec Holzbauingenieure Schweiz AG)

549x

Timber and Concrete Building

3D Model of Pavilion in RSTAB (© Blumer-Lehmann AG)

932x

Pavilion Made of Laminated Veneer Lumber

3D Model of Timber Hall Structure in RSTAB (© MARX KRONTAL PARTNER)

640x

Timber Sports Hall

Model of Spiral Staircase with Substructure in RFEM (© StructureCraft)

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Spiral Staircase as Timber-Concrete Composite Structure

Model of Roof Structure in RSTAB (© PIRMIN JUNG)

1090x

Shell Structure Made of Timber Elements

GT 000447 | Development of Design Tool for Timber-Concrete Composite Structures with Birdsmouth Joint Using Framework Models

904x

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Development of Design Tool for NLT-Concrete Composite Slabs...

3D Model of Truss Tower in RSTAB (© TU Dresden)

719x

Tower with Truss Segment Made of Fiber-Reinforced Molded Timber Pipes

609x

47x

Timber Beam

2966x

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Carport

Knowledge Base Articles

KB 001848 | Timber Column Design as per the 2018 NDS Standard in RFEM 6

Using the Timber Design add-on, timber column design is possible according to the 2018 NDS standard ASD method. Accurately calculating timber member compressive capacity and adjustment factors is important for safety considerations and design. The following article will verify the maximum critical buckling strength calculated by the Timber Design add-on using step-by-step analytical equations as per the NDS 2018 standard including the compressive adjustment factors, adjusted compressive design value, and final design ratio.

In this article, the adequacy of a 2x4 dimension lumber subject to combined biaxial bending and axial compression is verified using the RF-/TIMBER AWC add-on module. The beam-column properties and loading are based on example E1.8 of AWC Structural Wood Design Examples 2015/2018.

In RFEM 5 as well as RSTAB 8 in RF-/FOUNDATION Pro, you can save the foundation dimensions for all five foundation types as foundation templates in a user-defined database and use them later in other models.

Separate Load Entry for Structure or Foundation Design

In RF-/FOUNDATION Pro, the foundation design requires the definition of the corresponding loading (load cases, load combinations, or result combinations) for different design situations (STR, GEO, UPL, or EQU).

Screenshots

Analysis, Evaluation, and Application of Load Transfer for Roof Structure of Riding Hall of Wilhelmshöhe Castle in Kassel, Germany

Timber Structure of Lookout Tower

KB 001848 | 2018 NDS Timber Column Design in RFEM 6

RFEM 6 - Timber Design Results

Section Properties

Timber Column Model

Example Slab 11.2 LC2

Example Slab 11.2 LC1

Model of Timber Truss with Deformations in RSTAB (© merz kley partner GmbH)

Product Features

You can define built-up timber cross-sections, for example, channel, T, I, and box girders. Single elements are connected by rigid or semi‑rigid connections. Furthermore, hybrid cross-sections are available. In this case, a submenu provides an option to assign different materials to the individual cross‑section parts.

Using the "Beam Panel" thickness type, you can model timber panel elements in 3D space. You just specify the surface geometry and the timber panel elements are generated using an internal member-surface construct, including the simulation of the connection flexibility.

Go to Explanatory Video

Feature 002585 | Fire Resistance Design of Surfaces for EN 1995 and SIA 265

You have the option to perform the fire resistance design of surfaces using the reduced cross-section method. The reduction is applied over the surface thickness. It is possible to perform the design checks for all timber materials allowed for the design.

For cross-laminated timber, depending on the type of adhesive, you can select whether it is possible for individual carbonized layer parts to fall off, and whether you can expect increased charring in certain layer areas.

Feature 002615 | Cross-Laminated Timber Manufacturer Library for USA, Canada, and Switzerland

Among others, the following cross-laminated timber manufacturers are available in the layer structure library:

Binderholz (USA)
KLH (USA, CAN)
Kalesnikoff (USA, CAN)
Nordic Structures (USA, CAN)
Mercer Mass Timber
SmartLam
Sterling Structural
Superstructures listed in Lignatec Edition 32 "Cross-Laminated Timber of Swiss Production"

By importing a structure from the layer structure library, all relevant parameters are adopted automatically. The library is continually updated.

Frequently Asked Questions (FAQ)

How does the "Orthotropic Plastic" material model work in RFEM?

What is the meaning of the superposition according to the CQC rule in a dynamic analysis??

How can I display the internal forces in the global coordinate system and not in the principal coordinate system of the cross-section?

Can I use RFEM to calculate a log house three-dimensionally?

How do I display some results of all load cases in the printout report, but other results of selected load cases only?

I would like to carry out the flexural buckling design for timber components with imperfections and internal forces according to the second-order analysis. Is it sufficient to activate this in Details of the RF‑/TIMBER Pro add-on module or is it necessary to make additional settings?

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