We would like to ask a PMM non-linear spring for modeling Plastic Hinges for reinforced-concrete Columns. This PMM springs are used for modeling the Moment-Rotation (M-R) behavior for different axial loads (P). The PMM spring should be able to cap...
End Conditions automatically include an interval at the point in which cut/fill meet.
I'm surprised ORD doesn't automatically include an interval at the point in which cut slope becomes fill slope or vice verse. MX did a great job at this but without this function earthwork slopes aren't correct and give strange results. It's not p...
almost 2 years ago
in Modeling
1
Future consideration
While Openbridge elements have lot of great data attached that can also be read by itemtype expression, however as soon as we do any modification to solid by the usual modify solid command, the element is converted to smart solid and all the OBM D...
Approach Slab - When placed, we cannot switch the template - Approach Slab reference line text annotation scale and font are different to bridge support line, it doesn't follow the model annotation scale - Option to derive the length of the slab, ...
Generate 2D Closed Shape from Corridor Component or Other Mesh
It would be extremely useful to have the option to generate a 2D shape of the top planar surface of a 3D component that updates as the corridor changes. This would be similar to how corridor points can already generate a 2D line if specified in th...
I noticed that template ranges can overlap and there is no obvious indication that this is occurring. Ideally over lapping station ranges should highlight in red to draw attention to it.
ONE DIALOG BOX TO MAKE SETUP. SO YOU CAN SET ANNOTION GROUP, FEATURE SYMOLOGIES, FEATURE DEFINITIONS, ELEMENT TEMPLATE AND SET LEVEL OF TEXT FOR AUTOMATIC ANNOTATIONS. REALLY CUMBERSOME TO HAVE TO GO TO SO MANY OTHER PLACES TO SETUP FOR ONE CODE
1
Future consideration