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  1. EireEng

    Seismic Analysis of Internal Grade supported structure - Structural or Non-Structural EC8

    Hi All, Please see below link to a thread I started in Seismology ENgineering forum, I am hoping that the structural engineers well versed in Seismic Design in the General Structural Forum may have an opinion on the topic raised, Thanks for your advice in advance, Regards Original Thread
  2. EireEng

    Seismic Design of Internal ground supported Piperack (Non-structural or Building design?)

    Hi All, We are designing a large internal ground-supported piperack structure for an industrial facility located within Europe in a seismically active region, The piperack system carries mechanical piping and electrical cabling and is a sizeable structure, There are 15No. piperacks located at...
  3. EireEng

    Horizontal loading to Internal Piperack Structures

    I am working on a large industrial building where there are some significant piperack/trestle structures suspended from the underside of roof level, The building will be fully clad, so these are internal structures, They are large structures made out of light unistrut framing, they support...

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