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RE: Re: field welded moment connection design

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Title: RE: Re: field welded moment connection design

>My AISC Steel Design Guide Series #3 is "Serviceability Design Considerations
>for Low-Rise Buildings".  I did not see a top of column detail in it.  Could
>you possible mean another guide, or is there another series of guides I don't

It's Design Guide # 13."">

As far as the detail for a moment connection with the beam over the top of the column, check witha fabricator as to what they'd suggest. Perhaps you can turn your standard beam-to-column moment connection 90 degrees. The fabricator will be best able to point you in the direction that achieves your strength and stiffness requirements at least cost.