Hi
I am designing 2 span continuous bridge with FIB 54 beams by opting full continuity, disregards restraining moments option.
After analyzing and iteration of strand pattern and providing huge negative steel, i am not able to reduce tension stress at topping top for service III case. Please check and let me guide how can resolve this issue.
https://drive.google.com/open?id=1iOJHZfYuurZ0tDkJ6h_vaKrOuTXVaMfx
Thank you
Vivek
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