This way you can see how long each iteration takes.

None of the below criteria reflects the main purpose of a collapse analysis - to get maximum capacity before or at collapse. 1. The load sequence has been completed. 2. The maximum deflection has been reached. 3. The maximum number of iterations ...

Refer to Section 3.4.3 of Dynamic Response Manual, only Davenport Coherence Function is available. Moreover, the decay factors are fixed at 12 and 8 for Cy and Cz. The suggestion is Allow user to change the Decay factors for Davenport Coherence Fu...

It is suggest that Bentley allows to change the email which is used for log-in to bentley systems and also can provide second email or backup email in case of the 1st email is not available anymore.

Having the option to only look at results for inline tubular fatigue lives would be helpful.

the time log was always printed in the Standard Collapse. it is a good way to see how efficient the analyses are running.

In many projects, the cargo being transported starts as a SACS model. This model is translated to MOSES. Most of the time the model is not changed in MOSES. MOSES can now create a .vue database that is read by MOSES Precede. MOSES Precede is a ver...

Dynamic effect of localized area of interest can be extracted easily.

Reference is made to the problem discussed in more detail in Case CS0209634. Basically, a bug has been noticed in the graphic post processor, resulting in a misleading representation of the stresses in quadrilateral plate elements. In a symmetric ...