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  1. MPIng123

    Seismic steel connection design with R <= 3 (USA)

    Hi, I'm a structural engineer practicing in Canada. I've come across some plans for a project in USA and I have a question for engineers practicing in USA, since I couldn't find a clear answer in the AISC 360 standard. A little bit of context : In Canada, for the seismic load, we use two...

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