Bentley Communities
Site
Search
User
Site
Search
User
Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
STAAD.Pro Timber Design
Sign In
-
RAM | STAAD | ADINA Wiki
+
ADINA
+
iTwin Analytical Synchronizer_
+
Structural Analysis Support Solutions
+
RAM Concept
+
RAM Connection
+
RAM Elements
+
RAM SBeam
+
RAM Structural System
-
STAAD.Pro
+
Revision History
-
STAAD.Pro Support Solutions
STAAD.Pro Safety Related Features
-
Analytical Modeling workflow
+
STAAD.Pro Analysis Solutions
-
STAAD.Pro Design Solutions
+
STAAD.Pro Aluminum Design
+
STAAD.Pro Concrete Design
+
STAAD.Pro General Design Solutions
+
STAAD.Pro Steel Design
-
STAAD.Pro Timber Design
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
+
STAAD.Pro General Solutions
+
STAAD.Pro Import/Export Solutions
+
STAAD.Pro Modeling Solutions
+
Building Planner workflow
+
Connection Design workflow
+
Physical Modeling workflow
+
Piping workflow
+
Postprocessing workflow
+
Steel AutoDrafter workflow
+
STAAD.Pro OpenSTAAD
+
(+) Archived Wikis
+
STAAD.Pro - Known Issues
+
STAAD.Pro Download/Installation/Performance/Security
+
STAAD.Pro Licensing Solutions
+
STAAD.Pro Webinars/Videos/Events
+
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
Simplifications to Bentley's Engineering Simulation Software Licenses
Questions about this article, topic, or product? Click here.
STAAD.Pro Timber Design
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Design Solutions
Subarea:
Timber Design
Original Author:
Sye Chakraborty, Bentley Technical Support Group
This page contains Wikis related to the timber design in STAAD.Pro.
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?
How do I define or assign a timber material ?
Explanation on properties listed in the timber database in STAAD.Pro
FAQs
SELECTservices
STAAD.Pro
timber
out of plane bending stresses
Share
History
More
Cancel
Created by
Elisa McGraw
When:
Thu, Sep 18 2008 9:36 AM
Last revision by
Modestas
When:
Wed, May 24 2023 10:16 AM
Revisions:
21
Comments:
0
Recommended
Related