Hi all
This question is similar to a previous one of mine, but with some difference.
I am designing a standard steel portal frame (elastic analysis) with the following details:
1. Total clear span = 12m (duo pitch portal with 15 degree roof slope)
2. Haunches at the eaves and apex (ex IPE 180...
Hi everyone
I am doing a design check on a steel portal frame using the Combined Stresses module from Prokon's Frame Analysis. I have tried to replicate an old portal design from a textbook to check if my understanding of the theory is correct, but I have come across some differences when...