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metal arch structure period

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For a 4m high MRF steel structure supporting a 5m high metal arch roof sheeting of 1mm and spanning 27m, what will be height hn to be considered for period calculation in UBC 97 equation 30-8.

Any suggestions for the dynamic analysis and special considerations acc. to UBC 97?

Thanks.

Yilmaz Yuva
Structural Engineer





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