Why do I ge the error message 226 in RF‑CONCRETE Surfaces? The crack width analysis is not performed or the design ratio is "0.00."

Answer

Message No. 226 appears in the result windows 3.1 to 3.3 in RF‑CONCRETE Surfaces if the concrete tensile stresses from the defined load for the surface to be designed are smaller than the concrete tensile strength. 


In this case, the message 226 is displayed with the corresponding information.


By clicking the the [i] button, you can open the design details for the respective non-designable location and display the intermediate values for the determination of the present tensile stress.

Keywords

Crack width Concrete Surfaces Crack width analysis Crack Concrete stress Concrete tensile stress 226 Message

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RFEM Main Program
RFEM 5.xx

Main Program

Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids and contact elements

Price of First License
3,540.00 USD
RFEM Concrete Structures
RF-CONCRETE 5.xx

Add-on Module

Design of reinforced concrete members and surfaces (plates, walls, planar structures, shells)

Price of First License
810.00 USD