Being able to generate an image of the soil capacity with associated pile heads could be beneficial. UC ratio Safety Factor Capacity Pile Head Loads

Hi, EN 1993-1-8 weld requirements requires no evaluation/check if there's full penetration weld between beam-beam joint. however, in real life full penetration welds are quite expensive and we could go with partial penetration+Fillet welds, but to...

This way you can see how long each iteration takes.

Currently, I can press Alt and do a column selection in Datagen but I can't replace the values in the selection only. Many text editors like Notepad++ or VScode have this option.

Currently, the deflection/servicability check for the "SPAN" members are only available in saclst report. It would be good for the postview and the and sacsdb (sqlite database) to also include the results.

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 ...

Detailed reports could use more information and equations to make the calculations clearer and validation easier.

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...