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HSS to W Beam Section - Through Plate Connection

Anyone else experience this warning for HSS width/thickness ratio for an HSS column connection?  It appears that RAM is back calculating a max thickness for wall thickness. (image attached)

                           

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  • The thru plate thickness check is deduced from the following:

    So we need the wall of the HSS to be slender.

    For Single plate connections, we have the following:

    In short:

    • If the wall is slender then you should use through-plates.
    • If the wall is not slender then you should use single plates.

    Next time try our forum for questions, rather than the ideas widget. 

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  • The thru plate thickness check is deduced from the following:

    So we need the wall of the HSS to be slender.

    For Single plate connections, we have the following:

    In short:

    • If the wall is slender then you should use through-plates.
    • If the wall is not slender then you should use single plates.

    Next time try our forum for questions, rather than the ideas widget. 

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