I'm not saying the force isn't there, but if the structure gets blown away, it will be due to the tipping moment lifting the footings closest to the wind, or the structure breaking and bending.
However, it is more common that the force you are focusing on tears off metal roofs from their attachments if the screws haven't been dimensioned correctly.
It takes a lot of experience and training to perform a stability calculation. It's usually not something even a newly graduated structural engineer can solve on their own without guidance from someone experienced.
I'm not saying the force isn't there, but if the structure blows away, it will be because the overturning moment lifts the footings closest to the wind, or that the structure buckles and bends.
However, it is more common for the force you are focusing on to tear metal roofs from their fastenings if the screws are not dimensioned correctly.
It takes a lot of experience and training to make a stability calculation. It is usually not something even a newly graduated structural engineer solves on their own without guidance from someone experienced.
Even in cases where the front and sides to the right and left completely lack walls? I think that the resulting force from the wind load is very small against 95x95 posts without any wall.
In this case, the screws will be dimensioned correctly (I can do that).
I know that it requires more experience than I have; I'm about to graduate myself. But all the jobs I've applied for, I've received the response that someone else with more experience has moved forward. So I'll have to gain experience this way because giving up and waiting for a job is not an option for me.
If you know how the professionals calculate such things (e.g., with the help of Tekla or similar), you are very welcome to share.
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