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RAM | STAAD | OpenTower Wiki Microstran Support Solutions
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    • STAAD.Pro V8i SS5, Build 20.07.10.65 (29 October 2014)
    • (05.21.2013) Bentley - Offshore eSeminar: Loads on Offshore Structures Attendee Questions
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    • 1) Seminar Introduction
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    • Xmllite.dll Error

     
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    Microstran Support Solutions

    The TechNotes and FAQs in this section cover various topics that pertain to Microstran. Some also pertain to LIMCON and MStower. Use the navigation tree at the left to browse, or search for topics.

    Many of the Support Solutions have been transferred from the legacy Microstran website, so the original FAQ index is maintained below:

    Error Messages

    Angle Between AB and AC Too Small

    Windows Topics

    Where Are My Toolbars?

    Toolbars and Extra Buttons

    How To Initialize Microstran Configuration Settings

    Dual Monitor Operation

    Windows Terminology

    Exchanging Data Between Microstran and a Spreadsheet

    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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    • Josh Taylor Created by Bentley Colleague Josh Taylor
    • When: Tue, Mar 25 2014 7:49 PM
    • Seth Guthrie Last revision by Bentley Colleague Seth Guthrie
    • When: Mon, Feb 2 2015 4:31 PM
    • Revisions: 12
    • Comments: 0
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