Hi,
I am doing a analysis for a portal frame, which will be based on a shipyard, so the wind is a massive consideration for this structure. I opted to not use the wind simulation on RSA and stick to the Eurocode as the values were considerably different.
I also have a movement load on the beams inside as there will be hoists manually operated (2 tones max).
I am having really big moments in two nodes there and I can't understand why, it seems really odd to me. Could someone help me with this? I thought could be something related to the releases, but not sure. they seem fine for me.
