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Knowledge base
Getting Started
Introduction to Neara
4
About and signing up
Setting up your application
Support channels
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Your First Design
7
Tutorial 1 - Project Settings
Tutorial 2 - Georeferenced Map Overlay and Terrain Building
Tutorial 3 - Creating poles / conductors / constructions / components
View all 7
General
Templates
1
Creating Template Files
Modelling
7
Individual cable tensions on a conductor span
No cable constructions
Modelling with LiDAR
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Cloud
3
Working with Neara files
Collaborating on the Cloud
How to create and use organisations within Neara
Tools
31
Analysing the impact of multiple stays on a pole
Classify spans and poles to be existing, new, replaced, retension or removed.
How to orient a design using hotkeys
View all 31
Data Imports and Exports
5
CSV Import and our Feature Codes (Survey Import)
DXF import
Exporting data
View all 5
Underground Tools and Designs
6
Tutorial 1 - Underground Tools
Tutorial 2 - Modelling the Existing Underground Network
Tutorial 3 - Single Lot Subdivision Example
View all 6
Advanced
Analytical Features
6
Overview Limit State Table
Resultant Forces Graph
Detailed Forces Table
View all 6
Calculations
10
Example Models from AS7000 HB 331-2012
Sag Measurement
General Conductor Properties and calculations
View all 10
Reports
5
Bill of materials
General Reporting
How to create custom reports
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FAQ
FAQ
22
How do I split and join a conductor?
How do I model a T-junction construction?
How do I move my view camera around?
View all 22
Troubleshooting
2
DXF Import Issues
What to do when your Graphic Performance is Slow
What's New
Product Updates
0
Miscellaneous
Miscellaneous
3
Tip Load Panel
Tutorial 8 - Overlaying a Terrain Image
Stay Editor
Sub-Transmission
Sub-Transmission
6
Design Setting - Removed Status Stops Loads From Being Applied
M(z,cat) Gust Wind Speed Multiplier
Span Reduction Factor SRF and Tension Section Reduction Factor TSRF
View all 6
Point Cloud (Spatial)
Point Cloud (Spatial)
0
Analytics
Analytics
0
Component Modelling
Cross Arms
10
Cross Arm Parameter - Second Moment of Area
Cross Arm Parameter - Torsion Constant
Cross Arm Parameter - Section Modulus
View all 10
Poles
3
Mid-Span Poles
Pole Library - Derive Modulus of Rupture From Tipload
Custom Pole Strength
Engineering Concepts
Stuctural
10
Torsion Constant
Neutral Axis
Moments of Area
View all 10
FEA - Finite Element Analysis
FEA
4
FEA - Unstressed Lengths Option
FEA - Deflection and Rotation Angle
FEA Setting - Load Source
View all 4
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