I don’t know if anyone here uses 3d3s. Can I ask for help? How do I input wind loads for towers?
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A simple bracket and a warehouse body. I put the warehouse body directly on the model. I feel that this is closer to the actual situation. I always feel that inputting loads by hand is not practical. But there is a problem. For such a model, how to add wind load to the upper warehouse, whether there is any wind suction, etc. When I usually calculate, I only input a 0-degree wind and a 45-degree wind as a whole, and only select half of the model for each angle of wind. No consideration was given to wind suction. The overall body shape coefficient of the model is entered according to 1.3. The steel calculated in this way is similar to the steel calculated by the design institute using PKPM. But something doesn't feel right there. Looking for expert advice. This is my model, please give me some advice.
Find a steel structure design group, it would be more suitable.