30x

2024-06-06

New Model | Timber Sphere Grid Shell

🌟 New Model Available for Download! 🌟

We are excited to announce the latest addition to our collection: the Timber Sphere Grid Shell! This innovative structural model, made entirely of timber, features a stunning geodesic dome shape. Perfect for architects and engineers looking to explore sustainable and aesthetically pleasing designs.

🔹 Key Features:

- Material: High-quality timber
- Design: Geodesic dome with a uniform triangular grid
- Applications: Ideal for eco-friendly architectural projects, garden pavilions, and more

Unlock new possibilities in your designs with this model. Download now and start integrating natural beauty and structural efficiency into your projects!

New Model | Timber Sphere Grid Shell

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Events

2024-08-29

Economic Optimization of Structural Components in RFEM 6

Webinar

Economic Optimization of Structural Components in RFEM 6

2024-09-03

Webinar

Using Python Console in RFEM 6

2024-09-12

$Selected Concrete Features \n in RFEM 6$

Webinar

Selected Concrete Features in RFEM 6

2024-09-19

Design of Arched Masonry Structures in RFEM 6

Webinar

Design of Arched Masonry Structures in RFEM 6

2024-09-26

$Grasshopper – RFEM 6: \n Data Exchange with ETABS$

Webinar

Grasshopper – RFEM 6: Data Exchange with ETABS

2024-09-30 - 2024-10-03

Trade Fair

BATIMAT 2024

2024-10-16

Online Training

RFEM 6 | Students | Introduction to Member Design

2024-10-23

Online Training

RSECTION 1 | Students | Introduction to Strength of Materials

2024-10-30

Most Frequently Asked Questions Answered by Dlubal Support Team

Webinar

Most Frequently Asked Questions Answered by Dlubal Support Team | October 2024

2024-10-30

Online Training

RFEM 6 | Students | Introduction to FEM

2024-11-06

Online Training

RFEM 6 | Students | Introduction to Steel Design

2024-11-13

Online Training

RFEM 6 | Students | Introduction to Reinforced Concrete Design

Videos

Product Feature

Cloud Calculations in RFEM 6 and RSTAB 9

Length: 00:01:11 min

Webinar | Steel Joint Design in RFEM 6 Using Practical Example

Event

Webinar | Steel Joint Design in RFEM 6 Using Practical Example

Length: 00:54:09 min

Event

Webinar | Most Frequently Asked Questions Answered by Dlubal Support Team | July 2024

Length: 00:36:14 min

Knowledge Base

Steel Connection Rigidity and Its Influence on Structural Design

Length: 00:01:18 min

Product Feature

Flow Field Quantities

Length: 00:00:34 min

Product Feature

Generating Bracing in Cells

Length: 00:00:42 min

Event

Webinar | Seismic Analysis According to Eurocode 8 in RFEM 6 and RSTAB 9

Length: 01:06:40 min

General

Dynamic and Seismic Analysis of Structures | RFEM 6 & RSTAB 9 by Dlubal Software

Length: 00:02:14 min

Product Feature

Visual Objects

Length: 00:00:34 min

Playlist

Models to Download

151x

58x

Steel Footbridge

FAQ 005539 | How is the axial offset from the adjoining member modeled?

49x

Axial Eccentricity

Single-Span Beam for Fiber-Reinforced Concrete Design

536x

38x

Single-Span Beam with Fiber-Reinforced Concrete as Surface Component or Frame Structure

FAQ 005401 | How do I use the "Import Support Reaction" load wizard?

458x

27x

Foundation Slab

443x

24x

Concrete Building

562x

20x

Precamber

449x

11x

Tilting Cube

976x

37x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1841x

92x

Flat Roof Hall Made of Steel

Knowledge Base Articles

KB 001880 | Design of Cable Structures in RFEM 6 and RSTAB 9

In this article, you will learn how to model and design cable structures in RFEM 6 or RSTAB 9.

KB 001879 | Influence of Bending Stiffness of Cables

This article describes and explains the influence of bending stiffness of cables on their internal forces. Furthermore, the text provides information on how this influence can be reduced.

To evaluate whether it is also necessary to consider the second-order analysis in a dynamic calculation, the sensitivity coefficient of interstory drift θ is provided in EN 1998‑1, Sections 2.2.2 and 4.4.2.2. It can be calculated and analyzed using RFEM 6 and RSTAB 9.

Reduction of Building to Cantilever Structure The individual mass points represent stories. The deflection due to the normal compression forces shown in (a) is (b) converted into equivalent moments of displacement or shear forces (KB1867)

For the ultimate limit state design, EN 1998‑1, Sections 2.2.2 and 4.4.2.2 require a calculation considering the second‑order theory (P‑Δ effect). This effect may be neglected only if the interstory drift sensitivity coefficient θ is less than 0.1.

Screenshots

Knowledge Base | Generating Independent FE Mesh for Separate Objects

Export to Merged Report PDF

Feature 002868 | Final Result Combination via Auxiliary Combinations

Option "Auxiliary Combinations" in Combination Wizard

Displaying Design Results in Table According to Design Situations

Graduation Thesis | Building Bracing Desing of Complex, Irregular Building Structures Using FEA Software

Warping Torsion – Theory, Application, and Implementation in Structural Engineering Software

Scaling Moment Diagrams

Defining Distributed Load for Part of Member

New Knowledge Base Article | Specific Requirements of Membrane Structures

Product Features

The design results of the add-ons can be optionally displayed in the tables by design situations. This allows you to evaluate the results in great detail.

In the combination wizard, you can create final result combinations using auxiliary combinations. In the case of models with many load cases (for example, moving loads for bridges), you can use this option to generate result combinations that are more transparent and thus easier to check.