Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
RAM | STAAD | ADINA
  • Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki Timber Design Output Shows Values of out-of-plane Bending Stresses
    • Sign In
    • -RAM | STAAD | ADINA Wiki
      • +ADINA
      • +Integrated Structural Modeling
      • +Structural Analysis Support Solutions
      • +RAM Concept
      • +RAM Connection
      • +RAM Elements
      • +RAM SBeam
      • +RAM Structural System
      • -STAAD.Pro
        • +How is STAAD.Pro licensed
        • +Installation Requirements
        • Security
        • +Revision History
        • -STAAD.Pro Support Solutions
          • +STAAD.Pro Analysis Solutions
          • -STAAD.Pro Design Solutions
            • +IS 456:2000 Design Issues
            • +STAAD.Pro Aluminum Design [FAQ]
            • +STAAD.Pro Concrete Design [FAQ]
            • +STAAD.Pro General Design Solutions
            • +STAAD.Pro Steel Design [FAQ]
            • -STAAD.Pro Timber Design [FAQ]
              • 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
            • Verification problems on COMPRESSION CAPACITY of RHS (CF) section per Australian steel design code (AS 4100)
            • +Warnings and Errors related to IS13920 2016 concrete design in STAAD.Pro
          • +STAAD.Pro General Solutions
          • +STAAD.Pro General [FAQ]
          • +STAAD.Pro Verification Documents
          • STAAD.Pro Safety Related Features
          • List of Programs included in different types of License for STAAD.Pro
          • +STAAD.Pro Known Issues CE V22 Update 6
          • +Known Issues in STAAD.Pro CONNECT Edition
          • +Known Issues in STAAD.Pro V8i
          • STAAD Product Releases in December 2018 and Associated Licensing Changes
          • +Procedure for Downloading STAAD.Pro CE
          • +STAAD.Pro Developing The Model [FAQ]
          • +STAAD.Pro Driver Downloads [FAQ]
          • +STAAD.Pro Import Export Solutions
          • +STAAD.Pro Import/Export [FAQ]
          • +STAAD.Pro Installation/Licensing Solutions
          • +STAAD.Pro Miscellaneous Solutions
          • +STAAD.Pro Miscellaneous [FAQ]
          • +STAAD.Pro Modeling Solutions
          • +STAAD.Pro OpenSTAAD [FAQ]
          • STAAD.Pro OpenSTAAD_Solutions
          • +STAAD.Pro Postprocessing FAQ's
          • +STAAD.Pro Postprocessing Solutions
          • +STAAD.Pro TechNotes [TN]
          • STAAD.Pro Crashing for DELL laptop when Browsing a File Location
        • +STAAD.Pro CONNECT Edition - Tips & Tricks
        • Links for Technical Videos available in Bentley Structural YouTube Channel
        • +Integrated RAM Connection Solutions
        • +Recordings from past STAAD webinars
        • +Steel AutoDrafter
      • +STAAD Foundation Advanced
      • +STAAD Advanced Concrete Design (RCDC)
      • +STAAD.building
      • +STAAD RCDC FE
      • +Scenario Services
      • +STAAD.offshore
      • +Limcon
      • +Microstran
      • +MStower
      • +Structural Dashboard
      • +Structural WorkSuite
    • +RAM | STAAD Learning Resources

     
     Questions about this article, topic, or product? Click here. 

    Timber Design Output Shows Values of out-of-plane Bending Stresses

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Timber Design
      Subarea:  Out-of-plane Bending Stresses
      Original Author: Bentley Technical Support Group
       

    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?

     In timber design per AITC, members designed as a column are to be designed for moments caused by minimum eccentricity of axial load. So even if MY is 0.0, the program during design will compute an MY requirements of the AITC Manual. The minimum eccentricity is assumed to be 1 inch or 1/10th of the depth in that direction, whichever is more. See Chapter 4 of the STAAD.Pro Technical Reference manual for details.

    • timber design
    • out of plane bending stress
    • timber
    • Share
    • History
    • More
    • Cancel
    • Steve Crabtree Created by Steve Crabtree
    • When: Tue, Jun 14 2016 12:57 PM
    • Steve Crabtree Last revision by Steve Crabtree
    • When: Fri, Jun 24 2016 11:47 AM
    • Revisions: 3
    • Comments: 0
    Recommended
    Related
    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies