Export superstructure loads from Leap Bridge Steel to substructure design/analysis?

in LBS : Input all the Dead Load and Live loads in the Loads Dialog Box --> Please run the analysis --> Click on Substructure Design/Analysis option --> In the new Dialog Box Select the DL , LL , fatigue , RSA loads and other relevant loads and then click on Design/Analysis Button.

The program will automatically import all the loads selected.

The other option is to go to individual load case and click on Read option and import the loads from Suprestructure.

Please let me know if this is the information you are looking for.

Please let me know if you need any additional information.

Thanks & Regards,

Vinay

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

in LBS : Input all the Dead Load and Live loads in the Loads Dialog Box --> Please run the analysis --> Click on Substructure Design/Analysis option --> In the new Dialog Box Select the DL , LL , fatigue , RSA loads and other relevant loads and then click on Design/Analysis Button.

The program will automatically import all the loads selected.

The other option is to go to individual load case and click on Read option and import the loads from Suprestructure.

Please let me know if this is the information you are looking for.

Please let me know if you need any additional information.

Thanks & Regards,

Vinay

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, I'm having a similar issue but all the loads are showing up in substructure EXCEPT the live loads. The previous 3-span steel bridge I designed worked fine. All loads showed up in substructure. But this new job is a single span steel superstructure, and for some reason it will import dead loads and pedestrian load, but not the live loads to the substructure.... thoughts??

Hi Vinay, I'm also having this issue. I'm working on a three-span continuous tub girder curved unit. LBS exports the DC and LL loads into the LBC for the first support but for the rest of the supports it only exports the DC loads and not the LL loads. What could be a reason for this?  

“I would like to inform you that this issue resulted in Defect # 1105012, and will be evaluated by the product
management team for our regular SELECT updates. A Service Request has been logged the user 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.

Yet another example why Vinay is such a great asset to Bentley. So many thanks here, Vinay for something which has been bothering our bridge team as well. 

Best Regards,

Mark

You are welcome, Mark.

Thank you for the constant encouragement to serve better to our Bentley users.