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Question
The design criterion for VEd/VRd,c is displayed as governing, although there should be a shear reinforcement designed. Also, the design of VEd/VRds is missing. Why?
Question
How do I determine wind loads on structures of any shape?
Question
Is it possible to design a model with a pile foundation in RFEM?
Online Authorization of RWIND with Software Key
How can I authorize the RWIND Simulation program online with a software key on a single‑user computer?
Question
Why is the cracking moment Mcr smaller for biaxial bending than for uniaxial bending?
Question
In RF‑CONCRETE Surfaces, I get non-designable situations at some locations. Note 5 is displayed: "Allowable compressive stress of concrete in strut direction exceeded."
Question
Can I also use the wind load generator for open buildings?
Question
Why do I get such a small amount of reinforcement for the upstand beam? The amount of reinforcement for the downstand beams is significantly larger.
Question
How can I apply wind load distribution to a cylinder according to EN 1991‑4, Section 7.9?
Question
The building I am calculating is located in the North German Plain. How can I consider the increased snow load?
Bending Design of Block Foundations
How is the static depth d calculated in the bending design of block foundations (calculation as equivalent beams)?
Question
How can I calculate a timber-concrete composite floor with cross-laminated timber?
Question
The online service "Snow Load, Wind Speed, and Seismic Load Maps" displays the snow load zones 1*, 1a*, 2*, and 3* for Germany. Where are these snow load zones defined?
Question
What are the stiffness reduction factors k33 and k88 in the Multilayer Surfaces Add-on?
Question
Is it possible to design bidirectional ribbed plates, unidirectional ribbed plates, or hollow core slabs in RFEM?
Question
How can I change the colors of the graphical display of a reinforcement?
Question
What is the formula used to calculate the ASCE 7 wind velocity profile?
Question
Why is it not possible to select "ULS", "SLS", or "ULS/SLS" for the "required reinforcement"? I can no longer find the selection for this.
Question
We want to reinforce a floor slab of a round vessel radially or tangentially.Is there a way to calculate not an orthogonal reinforcement, but a radial or tangential reinforcement?
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- EC2 for RFEM 5
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- RF-CONCRETE Columns 5
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- RF-HSS 5
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