Mohamed Zied
Structural
Hi Guys;
The model is for a non-composite bridge. At first, I put all loads in the top flanges of the girders but I got some unexpected results. Therefore, I want to introduce the deck to assess the difference.
What is the best way to connect a concrete deck (Shell part) to steel girders (Shell part as well)?
I tried to merge them but I got a problem as you can see in the 3rd picture.
Your help will be much appreciated.
The model is for a non-composite bridge. At first, I put all loads in the top flanges of the girders but I got some unexpected results. Therefore, I want to introduce the deck to assess the difference.
What is the best way to connect a concrete deck (Shell part) to steel girders (Shell part as well)?
I tried to merge them but I got a problem as you can see in the 3rd picture.
Your help will be much appreciated.