Recalc Window Basic Settings: 3. Non-linear Analysis

In the Recalc Window at the Non-linear Analysis inside the Basic Settings, the user can select the multiple possible options for the consideration of the non-linearities in the modeled structure: P...
Recalculate Window Basic Settings Non-linear Material

In RM Bridge , inside OpenBridge Designer , the user can select the Non-linear Material option at the Non-linear Analysis options inside the Basic Settings Tab of the Analyzer Recalc Window for the consideration...
[RM Bridge] Why the stress and internal forces do not match?

A simply supported beam has dead load, prestressing and Creep & Shrinkage (CS) at STG1 The internal forces (STG-SUM at the end of STG1: STG1E-SUM) are as below (e.g. node 112 at element 111) The...
[RM Bridge] Why stresses before and after "Grout" are the same?

For post-tensioned beam before grouting, the net section is used, while after grouting, the transformed section is used. So the section properties before and after grouting are different, therefore the...
[RM Bridge] Concurrent reaction / internal force / stress due to lived load

How to get concurrent reaction / internal force / stress due to lived load in RM Bridge? Midas Civil has this feature https://globalsupport.midasuser.com/helpdesk/KB/View/16325427-how-to-get-concurrent...