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Recent content by mag8
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wind load on simple platform
JAE I was thinking about that, but that would create uplift, however but how can I justify presents of uplift if I have bar grating on the top? What about lateral wind component? None in that case?- mag8
- Post #3
- Forum: Structural engineering general discussion
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wind load on simple platform
Hi I have simple single level, steel platform supported on piles, with bar grating on the top. How to calculate wind loads on it. I was told to use ASCE7 wind loads on other structures equation using Figure 6-22 for lattice framework. I’m not convinced that using this figure is applicable in my...- mag8
- Thread
- Replies: 4
- Forum: Structural engineering general discussion
