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F A Q - Frequently Asked Questions
Error Messages
Angle Between AC and AB Too Small
Windows Topics
Where Are My Toolbars?
Toolbars and Extra Buttons
How To Initialize Microstran's Configuration Settings
Dual Monitor Operation
Windows Terminology
Exchanging Data Between Microstran and a Spreadsheet
Hardlock and Windows XP
Graphical Input
Extrusion
What's the Use of the Grid When Most Nodes Are
Not on a Grid Point?
How Can I Input Nodes that Are Not on a Grid
Point?
Load Sub-division
Restraints and Releases
What's the Difference Between Restraints
and Releases?
Why Are There Different Conventions for
Restraints and Releases?
Why Are "1" and "0"
Used Instead of "F" and "R" for Restraints and Releases?
Modelling
What's the Difference Between a Constraint
and a Restraint?
Master-Slave Constraints
Instability and Ill-Conditioning
Common Modelling Problems
Plastic Analysis of Frames
Analysis of Tilt-Up Panels
Design of Fall Arrest Systems
Non-Linear Analysis
Why Do I Have to Select Which Load Cases Are Analysed?
Saving Time with Non-Linear Analysis
Steel Design
Adding a Section to the Steel Library
Restraints for Steel Design
How Can Normal Grade Be Stronger Than
High Grade
Angles
Dynamic Analysis
What Does Microstran Dynamic Analysis Do?
What's the Difference Between Lumped
and Consistent Mass?
What is Response Spectrum Analysis?
Earthquake Analysis to AS 1170.4
Earthquake Analysis to NZS 4203
Elastic Critical Load Analysis
Why Does ECL Analysis Give Such High k Factors?
What Effective Length Factor Should I Use for Design?
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