Using error logging to diagnose problems
Osmose endeavors to test O-Calc Pro on as many different systems and configurations as possible but occasionally there are installations that do not operate correctly due to unanticipated…
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Resetting Tension on Spans from the User Catalog
The default tension type of a span pulled from the Master Catalog is always Static Tension. When a span is added to a model, the Static Tension is…
Using Pole Solver for Overloaded Poles
O-Calc Pro is a pole loading software designed to inform the user of pole failure, which is the result of a pole being overloaded. An overloaded pole has…
Topping a Pole in O-Calc Pro
The field practice of “topping” a pole can be modeled successfully in O-Calc Pro. When a pole is “topped”, a portion of the top of the pole is…
Using Control Points in DMT Process
The DMT, or Digital Measurement Technology, process in O-Calc Pro allows a user to obtain information from a photo of a pole that was taken with a CVT,…
Application of Overturn Moment as a Function of Soil Class
O-Calc Pro determines the overturn moment of a pole based on the technique detailed in RUS Bulletin 1724E-200. The overturn moment is calculated as follows: P = (S…
Downloading Catalogs in O-Calc Pro 5.03
In the latest release of O-Calc Pro, Version 5.03, several updates have been made to familiar processes. One update is the way in which Master and User catalogs…
Sag Tension Table Generator
Within O-Calc Pro, there are several tension types available for a user to choose from – additional information on those tension types can be found in the wiki…
Add Pole to Model as Version Plugin
In O-Calc Pro version 5.03, an additional plugin became available for use. This plugin, available from the plugins download website, allows a user incorporate an existing .pplx file…
End/Drop Rise in Ganged Geometry Editor
In previous versions of O-Calc Pro, a user has always had the ability to adjust the end drop/rise value for a span. This attribute can be found by…