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Home Support & Learning Learning Videos FAQ 003623 | Where in RF‑PUNCH Pro is the direction of the individual reinforcement layers displayed?
FAQ 003623 | Where in RF‑PUNCH Pro is the direction of the individual reinforcement layers displayed?
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First Steps with RFEM
Question
Where in RF‑PUNCH Pro is the direction of the individual reinforcement layers displayed?Answer
The reinforcement directions phi 1 and phi 2 are displayed in Window 1.4 when clicking one of the cells shown in Figure 01.Keywords
Dlubal FAQ Punching shear Punching Reinforcement Direction Reinforcement position Position Orientation Width of reinforcement Longitudinal reinforcement Frequently Asked Question FAQ about Dlubal Question and Answer about Dlubal
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Videos
KB 001618 | Punching Shear Design in RF-PUNCH Pro Taking Into Account Enlarged Column Head
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KB000610 | Automatically Dimensioning the Foundation Slab Geometry with RF-/FOUNDATION Pro
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KB 000674 | Defining Mandrel Diameter for Foundation Reinforcement in RF-/FOUNDATION Pro
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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.
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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)
- What is the meaning of "Common Surfaces" in RF‑PUNCH Pro? Do I have to set anything here?
- The critical perimeter at the wall corner in my structure looks strange. What can be the reason?
- Can I design a reinforced concrete structure according to ÖNORM in RFEM?
- I have entered a line support with "Wall in Z," but I cannot select the wall end for the design in RF‑PUNCH Pro. Why?
- Which static depth d is applied in RF‑PUNCH Pro for the design on surfaces with a variable thickness?
- Are the minimum moments also considered in the case of punching shear on foundation plates?
- How can I display the results from RF‑PUNCH Pro exactly in the critical perimeter with a result value?
- What is the meaning of a "main load" and "secondary load" in RF‑PUNCH Pro and where does this load come from?
- Is it also possible to check the punching shear on vertical walls?
- Is it also possible to manually enter the load for the punching shear design in RF‑PUNCH Pro?
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