When designing a column the values of normal forces in the combination of MSU results differ from values in the RF-CONCRETE Columns. What is the cause of it?

Answer

The difference between RFEM and RF-CONCRETE Columns is caused by the Result combination set to Max. values. If you switch to Min. or Max and Min. values, the same values are displayed as in the design module.

Keywords

Internal forces Max values Min values Max and min values Load combination

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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
RSTAB Main Program
RSTAB 8.xx

Main Program

The structural engineering software for design of frame, beam and truss structures, performing linear and nonlinear calculations of internal forces, deformations, and support reactions

Price of First License
2,550.00 USD