Hi, I am modelling an open structure with angular sections as the vertical members (Telco tower). However I found that the wind forces on the angles are a bit large. So I did a test model to compare a tube 100x100mm and an equal angle 100x100mm, applied…

I have a relatively tall screen wall at the roof level - about 20ft tall - around a mechanical area. The structure is kicked back into the roof diaphragm. What is the best way to model it so that RAM Frame accounts for its wind surface area? The footprint…

Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…