Home Downloads & Info Examples and Tutorials Structural Analysis Models to Download Reinforced Concrete Frame
Reinforced Concrete Frame
Model to Download
11 September 2020
000794
Description
Reinforced concrete frame
Keywords
Disclaimer
Recommended Events
Eurocode 5 | Timber structures according to EN 1995-1-1
Online Training 17 March 2021 8:30 AM - 12:30 PM CET
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 18 March 2021 8:30 AM - 12:30 PM CET
Eurocode 3 | Steel structures according to DIN EN 1993-1-1
Online Training 6 May 2021 8:30 AM - 12:30 PM
Eurocode 2 | Concrete structures according to DIN EN 1992-1-1
Online Training 11 May 2021 8:30 AM - 12:30 PM
Eurocode 5 | Timber structures according to DIN EN 1995-1-1
Online Training 20 May 2021 8:30 AM - 12:30 PM
RFEM | Structural dynamics and earthquake design according to EC 8
Online Training 2 June 2021 8:30 AM - 12:30 PM
Stability Design in Steel Construction with RFEM and RSTAB
Webinar 1 December 2020 2:00 PM - 2:45 PM CET
Videos
KB 000674 | Defining Mandrel Diameter for Foundation Reinforcement in RF-/FOUNDATION Pro
Length 0:36 min
KB000610 | Automatically Dimensioning the Foundation Slab Geometry with RF-/FOUNDATION Pro
Length 0:40 min
KB 000585 | Calculation of warping springs for consideration in lateral -torsional buckling analy...
Length 1:30 min
Models to Download
Knowledge Base Articles

New
Using Modified Stiffnesses for Dynamic Calculations
In RFEM, it is possible to modify stiffnesses for materials, cross -sections, members, load cases, and load combinations in many places.
Screenshots
Product Features Articles

Material Model Orthotropic Masonry 2D
The material model Orthotropic Masonry 2D is an elastoplastic model that additionally allows softening of the material, which can be different in the local x- and y-direction of a surface. The material model is suitable for (unreinforced) masonry walls with in-plane loads.
Frequently Asked Questions (FAQ)
- Why do I get large differences for the design of a longitudinally stiffened buckling panel in comparison with the German and Austrian National Annex?
- How can I perform the stability analysis in RF‑/STEEL EC3 for a flat bar supported on edges, such as 100/5? Although the cross-section is rotated by 90° in RFEM/RSTAB, it is displayed as lying flat in RF‑/STEEL EC3.
- How can I create a curved or arched section?
- How are the signs for the release results of a line release and line hinges interpreted?
- How are hot-dip galvanized components considered for fire resistance in the RF‑/STEEL EC3 add-on module?
- How is the rotational stiffness of a buckling stiffener determined in PLATE‑BUCKLING?
- Is it possible to manually specify a longitudinal reinforcement for design in RF‑PUNCH Pro?
- Can I simulate the cracked state of a concrete cross-section for a bending beam with the "Isotropic Nonlinear Elastic 1D" material model?
- Why is the deflection of the reinforced concrete floor sometimes greater when selecting a larger basic reinforcement?
- How can I view the depth of the concrete compression zone in RF‑/CONCRETE?
Customer Projects