[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...
In LEAP Bridge Concrete can you consider bonded prestressing strands as “Reinforcement” when determining allowable tension stresses in a precast concrete beam?

I am using AASHTO LRFD and IDOT does not have conventional longitudinal reinforcing in their PPC IL-Beams, but IDOT does consider bonded prestressing strands as sufficient in resisting the temporary tensile...
Schedule Actions

In RM Bridge Analyzer at Schedule \ Stages \ Schedule Actions user defines the time frame for all stage performed calculations. The possible Action input options could be as in the list and as shown in...