2024-08-27

Customer Project | Toronto and Region Conservation Authority Headquarters (TRCA)

🏢 Spotlight on the TRCA Headquarters Project by Ergodomus di Franco Piva 🌿

We're thrilled to share the incredible work of our customer, Ergodomus di Franco Piva, on the Toronto and Region Conservation Authority (TRCA) Headquarters. Designed to be a living laboratory, this 80,000 square foot, mass timber structure integrates renewable energy, innovative wastewater management, and a seamless connection with the ravine landscape. Aiming for LEED Platinum and WELL Silver standards, this project is a beacon of sustainability, targeting zero carbon emissions and a significant reduction in operational and embodied carbon.

Customer Project | Toronto and Region Conservation Authority Headquarters (TRCA)

Customer Project | Toronto and Region Conservation Authority Headquarters (TRCA)

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Events

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

2024-10-02

Consideration of Torsional Warping in RFEM 6 and RSTAB 9

Webinar

Consideration of Torsional Warping in RFEM 6 and RSTAB 9

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

158x

60x

Steel Footbridge

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

52x

10x

Axial Eccentricity

Single-Span Beam for Fiber-Reinforced Concrete Design

541x

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

563x

20x

Precamber

449x

11x

Tilting Cube

979x

37x

Girder Grillage

Model 004061 | Flat Roof Hall Made of Steel

1850x

94x

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.

Product Features

Feature 002871 | Exclude Objects from Design by Combination

You have the option to exclude objects, such as members, surfaces, and so on, from the design by load combination (CO) / result combination (RC). You can specify the data in the "Objects to Exclude" tab of the table. Thus, you can design certain objects with certain load combinations only. This option is available in all design add-ons, except the "Steel Joints" add-on.

Feature 002867 | Displaying Design Results in Table According to Design Situations

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.

Feature 002868 | Final Result Combination via Auxiliary Combinations

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.