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2024-08-18

Model to Download | Floor on Downstand Beams Under Fire Exposure

🔥 New Model Download: Floor on Downstand Beams Under Fire Exposure! 🔥

We are excited to introduce a new downloadable model focusing on floors supported by downstand beams under fire exposure conditions. This model is essential for engineers aiming to understand and design fire-resistant structures.

Model Highlights:

🔸Fire Exposure Analysis: Study the behavior of floors and beams under high-temperature conditions.
🔸Structural Integrity: Ensure your designs meet safety standards during fire incidents.
🔸Advanced Simulation: Utilize this model for comprehensive fire exposure simulations.

📥 Download now and enhance your fire-resistant design capabilities!

Model to Download | Floor on Downstand Beams Under Fire Exposure

Model to Download | Floor on Downstand Beams Under Fire Exposure

Do you have any questions?

Events

2024-08-22

Steel Joint Design in RFEM 6 Using Practical Example

Webinar

Steel Joint Design in RFEM 6 Using Practical Example

2024-08-29

Economic Optimization of Structural Components in RFEM 6

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Economic Optimization of Structural Components in RFEM 6

2024-09-03

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2024-09-12

$Selected Concrete Features \n in RFEM 6$

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2024-09-19

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

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2024-09-30 - 2024-10-03

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2024-10-16

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2024-10-23

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2024-10-30

Most Frequently Asked Questions Answered by Dlubal Support Team

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

2024-10-30

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RFEM 6 | Students | Introduction to FEM

2024-11-06

Online Training

RFEM 6 | Students | Introduction to Steel Design

Videos

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

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Visual Objects

Length: 00:00:34 min

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Output of Formulas by AI Chatbot Mia

Length: 00:00:41 min

Event

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

Length: 00:24:11 min

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

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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

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

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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

Model to Download | Floor on Downstand Beams Under Fire Exposure

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.