Back to Formulas
Is this page helpful?
62x
000233
2024-01-16

Formula 8

FT,1,Rd = 4 · Mpl,1,Rdmwhere Mpl,1,Rd = 0.25 · leff,1 · tf² · fyγM0m = 39.8 mm for the outer bolt rowm = 62.6 mm for the inner bolt row Mpl,1,Rd = 0.25 · 15.0 · 2.52 · 23.51.0 = 550.78 kNcm for the outer bolt row Mpl,1,Rd = 0.25 · 39.33 · 2.52 · 23.51.0 = 1,444.15 kNcm for the inner bolt row FT,1,Rd = 4 · 550.783.98 = 553.55 kN for the outer bolt row FT,1,Rd = 4 · 1,444.156.26 = 922.78 kN for the inner bolt row
  • Mia: AI Assistant
  • Latest FAQ
Events
Videos
Models to Download
Knowledge Base Articles
Export options for RFEM 6 to DXF file are displayed in a clear interface layout.
This article provides a detailed overview of the export features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files, including options for exporting dimensions, FE meshes, and deformed shapes.
The image displays the AutoCAD DXF import settings in RFEM 6.
This article provides a detailed overview of the import features from RFEM 6 and RSTAB 9 to AutoCAD/DXF files.
Modell eines Stahlbetonbalkens, der durch Kriechen und Schwinden beeinflusst wird
This technical article addresses the direct deformation analysis of reinforced concrete beams considering the long-term effects of creep and shrinkage. The direct calculation according to Eurocode 2 (EN 1992-1-1, Section 7.4.3) is explained using a single-span beam. Particular emphasis is placed on tension stiffening, behavior in the cracked state based on the distribution factor (damage parameter), and consideration of shrinkage and creep behavior.
Feature 002943 | Program Login via Microsoft Account
How does single sign-on work with RFEM 6?
Screenshots
Product Features
Snow Load Wizard with options for snow overhang and snow guard according to Eurocode.

In the Snow Load Wizard, you can optionally consider snow overhang and snow guard when generating snow loads according to Eurocode.

Die Bauzustandsanalyse ermöglicht die Anpassung von Eigenschaften wie Stäben und Flächen in verschiedenen Bauphasen.

The Construction Stages Analysis (CSA) add-on allows you to modify the object and design properties of members, surfaces, and so on, in the individual construction stages.

Display of model deformations in the analysis progress window of the program.

During the calculation, you can display the model deformation for the calculation steps graphically in the calculation progress window.

Simulation of wind loads on structures with optional member coating.

In the wind simulation, it is possible to consider member coatings (for example, from ice loads).

Frequently Asked Questions (FAQ)

Can I use Dlubal API in Rhino and Grasshopper?

In the Steel Joints add-on, I get high utilization ratios for preloaded bolts in the tension design. Where do these high utilization ratios come from and how can I evaluate the load-bearing reserves of the bolt?

Can I optimize parametric cross-sections?

How can I define RSECTION cross-sections in Grasshopper?

How can I fix the error warning “10060 - The structure is unstable” for modal analysis instability?

Is it always necessary to consider tension member nonlinearities in response spectrum analysis?
Customer Projects