FAQ 003438 EN-US

Helpful Questions & Answers

  • Frequently Asked Questions (FAQs)

When converting from the manual definition of reinforcement areas to the automatic arrangement of reinforcement according to Window 1.4, the result of the deformation calculation differs, although the basic reinforcement has not been modified. What is the reason for this change?

Answer

When using the automatic arrangement of the reinforcement, make sure that the additional reinforcement is applied, if necessary, for the serviceability limit state designs in addition to the basic reinforcement. The default setting in the add-on module is selected in such a way that the required reinforcement from the ultimate limit state is also applied for the SLS.

You can select the reinforcement that is applied for the SLS in "Additional Reinforcement for Serviceability State Design." The Info button explains the individual options (Image 02).

The reinforcement applied to the designs can be followed by using the "Selected Reinforcement for SLS Check" function (Image 03).

Keywords

Deformation State II (cracked) Provided reinforcement Basic reinforcement

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  • Updated 10/27/2021

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RFEM 5
RFEM

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

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RFEM 5
RF-CONCRETE

Add-on Module

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

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RFEM 5
RFEM add-on module RF-CONCRETE Deflect | Analytical deformation analysis of tensile structures

Add-on Module

Analytical deformation analysis of plate structures consisting of reinforced concrete

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RFEM add-on module RF-CONCRETE NL | Nonlinear reinforced concrete calculation for the serviceability limit state

Add-on Module

Physical and geometrical nonlinear calculation of beam and plate structures consisting of reinforced concrete

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