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RAM | STAAD | ADINA Wiki STAAD.Pro Timber Design [FAQ]
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              • Explanation on properties listed in the timber database in STAAD.Pro
              • How do I define or assign a timber material ?
              • Timber Design Output Shows Values of out-of-plane Bending Stresses
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    STAAD.Pro Timber Design [FAQ]

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Timber Design 
    Subarea: FAQ's
      Original Author: Sye Chakraborty, Bentley Technical Support Group
       

    1. Structure is a plane frame. Members are of rectangular cross section, all in timber. Beta Angle is 0.0. The analysis results are OK (They show MY to be 0.0). But the timber design output shows values of out-of-plane bending stresses (fby) to be non-zero. What is the reason?
    2. How do I define or assign a timber material ?
    3. Explanation on properties listed in the timber database in STAAD.Pro



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    • FAQs
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    • timber
    • out of plane bending stresses
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    • Elisa McGraw Created by Elisa McGraw
    • When: Thu, Sep 18 2008 9:36 AM
    • Sye Last revision by Bentley Colleague Sye
    • When: Tue, Feb 15 2022 7:05 PM
    • Revisions: 18
    • Comments: 0
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