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

Question

How to export superstructure loads from Leap Bridge Steel to substructure design/analysis? it appears none of my loads (DL, LL, DW, TU) have come in from the superstructure. I see the option to import from text file. is there something I need to do in the superstructure module to export my loads to the substructure? 
 Thanks.

Vinay mysore · Answer

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 mysore · Answer

&ldquo;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.

Vinay mysore · Answer

I agree that the save/save as option is not there in LBC opened up from LBS. 
 User has to close the substructure module once the analysis and design is done and the program automatically saves the file under 
 LBS. 
 
 I hope it helps. 
 Thanks , 
 Vinay

Vinay mysore · Answer

The program does saves all the information , i would suggest you to not to overwrite the existing information. 
 Please let me know if you are still facing this issue.

Vinay mysore · Answer

Hi Hillary, 
 I tested this issue in current release version V22.00.04.34 and i agree with your findings. 
 1) I added the RSA-1 EQ load case to the Final Default Extreme Event I load combination. 
 2) Ran the Grillage/ FEM analysis and then clicked on Substructure Design/Analysis option. 
 3) For Support 2 added the RSA 1 load case under EQ - earthquake effect and clicked on Design/Analysis 
 4) The program imported the DL and LL but did not import the EQ load case.

1) I further tested this issue in the current development version where the issue is fixed. 
 2) I added the RSA-1 EQ load case to the Final Default Extreme Event I load combination. 
 3) Ran the Grillage/ FEM analysis and then clicked on Substructure Design/Analysis option. 
 4) For Support 2 added the RSA 1 load case under EQ - earthquake effect and clicked on Design/Analysis 
 5) The program did imported the EQ load case. 
 6) Once the new version is released please download and install the program.