When exporting to the IFC, keep a different identification for each item.
When exporting the IFC, each element is identified by a default value. For example, all solids come out with an identification as smartsolid. This makes it very difficult to search for an element in the model.
For steel beams- When we create stiffeners and use them in cross frame definition, regardless of the method used, the stiffener tables when opened default to the first stiffener in the OBM library rather than the stiffener used in cross frame definition
Currently when we create a new stiffener and then when we create cross frames using those stiffeners, they don't show up when you open stiffener definition after creating cross frames (the first stiffener definition within the selection is shown)
I would like to start using RM Bridge with shell elements for transverse analysis, however, I have just found out that currently it does not provide envelope results for shell forces, this is an essential tool for live load transverse analysis.
Implement Beam hog modeling aligned to Australian Bridge design
Current Beam hog modeling is not as expected for Australian Bridges. Deck thickening can be applied, but the beams that support the deck do not follow the underside shape of the deck. The beams are straight, but really need to be curved and follow...
Allow member groups to start and stop at the same support line in LBS
We are modeling a complex bridge in LBS and the bridge is flared. The flare has required the addition of shorter beams that are not full length to keep the beam spacing on the flared end reasonable. Currently LBS does not allow more than one beam ...
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Needs review