Verifying Fatigue Stresses in Leap Bridge Steel

Question

Hi I have a question regarding Fatigue stresses in Leap Bridge Steel. 
 I have several locations along the girder that fatigue is the controlling design. 
 
 Based on the calculations reported, it appears that Leap Steel is using non composite properties to calculate the fatigue stress rather than the composite properties which is causing a higher stress to be reported than it should. The girder itself is being reported as composite and has the composite values calculated correctly. 
 I saw a similar question was posted about this a few years ago and wondering if this has been resolved? 
 Thanks 
 Michael

Vinay mysore · Answer

&ldquo;I would like to inform you that this issue resulted in Defect 860921, and will be evaluated by the product management team for our regular SELECT updates. A Service Request has been logged so you can receive notification of changes to the status. Any other users that encounter this issue can also log a Service Request to be informed of changes.&rdquo; 
 
 For more information related to Leap Bridge Steel program please check the wiki articles in the below mentioned Bentley Communities link. 
 
 https://communities.bentley.com/products/bridge_design___engineering/w/bridge_design_and_engineering__wiki/20537/leap-bridge-steel-main-page

Vinay mysore · Answer

Youtube videos 
 www.youtube.com/watch 
 Learn Server - Videos and Training material - User needs to login. 
 learn.bentley.com/.../BrowseLearningPaths 
 User manual and Tutorial Files : 
 C:\Program Files\Bentley\OpenBridge Designer CE 10.10.20\LEAP Bridge Concrete\Help\USproductId=1951