To being able to have a more precise pole look, some equipment are attached on crossarm.

In Design Status, update the default Clearances icon to something other than a green check mark, which makes it appear that it is passing clearance requirements. Instead, do sometihng like the Analysis icon where if there are no results, it shows ...

Currently Spida only allows for single phase poletop extension modeling, but there are materials available on the market, such as the attach Pupi Poletop Extensions, that can be used to model different phase configurations. The addition of the abi...

With framing assemblies, the user can select the type of wires to be used in the assembly prior to placing. Support assemblies allows us to create common guying assemblies (such as 2 guys to 1 anchor, 2 guys to 2 anchors, and 4 guys to 4 anchors f...

Currently, SPIDAcalc only supports WMS and OSM layers. WMTS is an OGC standard that serves image tiles like WMS, except the tiles are pregenerated rather than created at request time. This allows for faster response times from the service. Here is...

I noticed that for the update from 24.0 to 24.1, the Project Details Report PDF no longer exports with the ability to navigate in Bluebeam with bookmarks- this was very handy for the 24.0 version.

Currently, the Profile View does not remember the last selected WEP in Profile View. It would be very helpful if it did, so you could visually compare designs by switching your selection back and forth between design layers. Unfortunately, as it c...

Profile View can misleadingly render the measured wire midspans in some situations. In particular, this happens when: Wire#1's attach height is larger than Wire#2's attach height on both poles. Wire#1's measured midspan is smaller then Wire#2's me...

physical as well as thermal (Ground and wire to wire) clearance for communication is required by the client to make clearance charts. (These were available in the previous version but not in new.)

Currently in SpidaCalc you can adjust the elevation between two WEP or pole structures. However, setting an anchor on an incline or decline (relative to the base of the pole) has a notable impact on the corresponding guy strength and vertical load...