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2013-01-09

[EN] CP 000614 | Lipno Tree Tower, Czech Republic

CP|000614

Lipno Tree Tower, Czech Republic

In summer 2012, the first Czech treetop walk was opened in Lipno in the presence of Václav Klaus, then President of the Czech Republic. A path with a length of 675 m leads to the major tourist attraction: the tree tower.

On the top platform at a height of 40 m, visitors can enjoy the wonderful view from the wooden look-out construction over the Šumava National Park and the Lipno Dam on the Vltava River. In its center, the tower includes a playground slide of 52 m length representing the longest closed slide in the Czech Republic.

Events
2024-04-24
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to FEM
2024-04-25
Stiffening Design in RFEM 6 Using Building Model
EN-GB | Flag Webinar
Stiffening Design in RFEM 6 Using Building Model
2024-04-25
AISC 360-22 Steel Connection Design in RFEM 6
EN-US | Flag Webinar
AISC 360-22 Steel Connection Design in RFEM 6 (USA)
2024-04-30
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Timber Design
2024-05-02
Construction Stages in Membrane Structures with RFEM 6
EN-GB | Flag Webinar
Construction Stages in Membrane Structures with RFEM 6
2024-05-08
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Reinforced Concrete Design
2024-05-08
Cross-Section Modeling and \n Stress Analysis in RSECTION 1
EN-GB | Flag Webinar
Cross-Section Modeling and Stress Analysis in RSECTION 1
2024-05-15
Online Training | English
EN-GB | Flag Online Training
RFEM 6 | Students | Introduction to Steel Design
2024-05-16
Consideration of Construction Stages in RFEM 6
EN-GB | Flag Webinar
Consideration of Construction Stages in RFEM 6
2024-05-23
Most Frequently Asked Questions Answered by Dlubal Support Team
EN-GB | Flag Webinar
Most Frequently Asked Questions Answered by Dlubal Support Team | May 2024
2024-05-29
Steel Structures in RFEM 6 \n Part 1: Modeling, Load Input
EN-GB | Flag Webinar
Modeling and Design of Steel Structures in RFEM 6 | Part 1: Modeling, Load Input
2024-06-06
Steel Structures in RFEM 6 \n Part 2: Combinations, Design, Documentation
EN-GB | Flag Webinar
Modeling and Design of Steel Structures in RFEM 6 | Part 2: Combinations, Design, Documentation
Videos
CP|000614
EN-US | Flag Customer Project
[EN] CP 000614 | Lipno Tree Tower, Czech Republic
Length: 00:00:10 min
DE | Flag Customer Project
CP 000294 | Tree Tower in Bavarian Forest, Germany
Length: 00:00:11 min
WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?
EN-US | Flag General
WIN | 04/2024 – What's New in RFEM 6 and RSTAB 9?
Length: 00:02:00 min
Most Frequently Asked Questions Answered by Dlubal Support Team | April 2024
EN-US | Flag Event
Webinar | Most Frequently Asked Questions Answered by Dlubal Support Team | April 2024
Length: 00:00:00 min
RFEM 6 for Students | Introduction to Strength of Materials | Apr 17, 2024
EN-US | Flag Event
RFEM 6 for Students | Introduction to Strength of Materials | Apr 17, 2024
Length: 00:00:00 min
EN-US | Flag Product Feature
Punching Shear Design for All Section Shapes
Length: 00:00:00 min
Webinar | AISC 360/341-22 Steel Member Design in RFEM 6
EN-US | Flag Event
Webinar | AISC 360/341-22 Steel Member Design in RFEM 6
Length: 00:00:00 min
EN-US | Flag Product Feature
Phase Sections in Construction Stages Analysis (CSA) Add-on
Length: 00:00:00 min
EN-US | Flag Product Feature
Line Hinges for Rigid Links
Length: 00:00:00 min
Models to Download
Model 004859 | Steel Structure | AISC 360/341-22
98x
9x
Steel Structure | AISC 360/341-22
P-Delta RSA Model
45x
3x
Steel Member RSA | ASCE 7 and NBC
Column Base Deformations
3131x
203x
Steel Structure Column Base
Model 004853 | Crossing Steel Pipes
136x
5x
Crossing Steel Pipes
Model 004854 | Wall Structure
123x
4x
Wall Structure
Model 004855 | Concrete Slab with Ribs
151x
4x
Concrete Slab with Ribs
Model 004856 | Steel Hall
153x
15x
Steel Hall
Model 004852 | Pedestrian and Cyclist Bridge in Eichstätt, Germany
191x
Pedestrian and Cyclist Bridge in Eichstätt, Germany
Model 004849 | Concrete Bridge
178x
20x
Concrete Bridge
Knowledge Base Articles
KB 001877 | ASCE 7-22 and NBC 2020 Seismic P-Delta Considerations in RFEM 6
The ASCE 7-22 Standard [1], Sect. 12.9.1.6 specifies when P-delta effects should be considered when running a modal response spectrum analysis for seismic design. In the NBC 2020 [2], Sent. 4.1.8.3.8.c gives only a short requirement that sway effects due to the interaction of gravity loads with the deformed structure should be considered. Therefore, there may be situations where second-order effects, also known as P-delta, must be considered when carrying out a seismic analysis.
Modal Analysis | Steel Structure
This article presents the basic concepts in structural dynamics and their role in the seismic design of structures. Great emphasis is given to explaining the technical aspects in an understandable way, so that readers without deep technical knowledge can gain an insight into the subject.
Dummy image
In this article, the calculation of a timber panel wall with the beam panel thickness type is compared with a manual calculation.
Design Level 1 - Ultimate Configuration
The fatigue design according to EN 1992-1-1 must be performed for the structural components subjected to large stress ranges and/or many load changes. In this case, the design checks for the concrete and the reinforcement are performed separately. There are two alternative design methods available.
Screenshots
New Filter Plant in Medupi, South Africa
New Filter Plant in Medupi, South Africa
Interior View of Tower (© WIEHAG)
Interior View of Tower (© WIEHAG)
Tree Tower from Bird’s-Eye View (© WIEHAG)
Tree Tower from Bird's-Eye View (© WIEHAG)
Overall Structure of Tree Tower in RSTAB (© WIEHAG)
Overall Structure of Tree Tower in RSTAB (© WIEHAG)
Model and Deformation of Tower in RSTAB (© WIEHAG)
Model and Deformation of Tower in RSTAB (© WIEHAG)
KB 001879 | Influence of bending stiffness of cables
KB 001879 | Influence of bending stiffness of cables
Results of Calculation with User-Defined Basic Control Perimeter Area
Results of Calculation with User-Defined Basic Control Perimeter Area
KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9
KB 001880 | Library of cable materials
KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9
KB 001880 | Library for cable cross-sections
Product Features
Feature 002808 | Independent FE Mesh

Use the "Independent mesh preferred" option in the FE mesh settings to create an independent FE mesh for the integrated objects. This allows you to generate a significantly more detailed and precise FE mesh for individual objects that are integrated into one another.

Feature 002807 | 3D Display of FSM Results

In the "Edit Section" dialog box, you can display the buckling shapes of the Finite Strip Method (FSM) as a 3D graphic.

Feature 002806 | Visual Objects

In RFEM 6 and RSTAB 9, you have the option to enter "Visual Objects" as guide objects. You can import the file formats 3ds, stl, and obj.

These objects allow you to create a better reference to the dimensions.

Feature 002801 | Punching Shear Design for All Section Shapes

Do you have individual column sections and angled wall geometries, and need punching shear design for them?

No problem. In RFEM 6, you can perform punching shear design not only for rectangular and circular sections, but for any cross-section shape.

Frequently Asked Questions (FAQ)
The performance when starting the programs or working in the program has become noticeably worse. What could be the cause of this?
Is it possible to influence the transverse distribution of a load in the case of the Isotropic | Masonry | Plastic material model?
What is the effect of the "Independent FE Mesh Ppreferred" option in the mesh settings?
How do I define a plastic hinge in RFEM 6?
How do I set a uniaxial load transfer for a plate?
Why are not all surfaces transferred when importing surfaces from Rhino into RFEM 6?
Customer Projects
Model and Deformation of Tower in RSTAB (© WIEHAG)
Lipno Tree Tower, Czech Republic
Overall Structure of Tree Tower in RSTAB (© WIEHAG)
Tree Tower in Bavarian Forest, Germany
New Filter Plant in Medupi, South Africa
New Filter Plant in Medupi, South Africa
Pedestrian and Cyclist Bridge "Herzogsteg" in Eichstätt, Germany | © Bruno Klomfar
Pedestrian and Cyclist Bridge "Herzogsteg" in Eichstätt, Germany
Lighted Toll Station | © Mr. Yunchao Ding, Jiangsu Jingong Space Structure Co., Ltd.
Dawang Toll Station in Shaanxi, China
RFEM Model of High-Bay Racking with Deformation Results
High-Bay Racking, China
Multi-Energy Station (© GH HERVOUET)
Multi-Energy Station in Les Sables-d'Olonne, France
Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland
Siegrist Igor Carpenteria Warehouse in Maggia, Switzerland
Front View of Office Building with V-Shaped Steel Composite Columns | © Die Tragwerker GmbH
Office Building with Integrated Visitor Center and Parking Garage in Geiselbulach, Germany