Hss Column Base Plate Design

Note the aisc design guide 1 base plate design procedure for wf columns if used for hss columns would assume a bending plane at the face of the hss column and the portion of the plate beyond the column as a cantilever.

Hss column base plate design.

Aisc design guide 1. Base plate and anchor rod design 2nd edition. Of the column base plate connection in the elastic and plastic ranges and for seismic loading possibly even the cyclic force deformation relations. The dimension between the anchor bolt and the bending plane is the moment arm to be used in solving for the base plate thickness.

Designing column base plates for uplift. Note the aisc design guide 1 base plate design procedure for wf columns if used for hss columns would assume a bending plane at the face of the hss column and the portion of the plate beyond the column as a cantilever. Column section type. This article is currently only available in pdf format please click the link to the top right.

Csa a23 3 14 design of concrete structures. Column section type column section size column section properties. Aisc design guide 1. In articles practical solutions comments 0.

About the author. D 12 100 in t f 0 605 in b f 12 000 in t w 0 390 in base plate anchor bolt pattern base plate anchor bolt pattern. Aisc design guide 1. 45 degree progression bending planes vs aisc hss base plate bending planes.

Base plate design based on code abbreviation. Aug 2012 by dan mazzei p e. Design of column base plates typical column bases as shown below consist of a single plate fillet welded to the end of the column and attached to the foundation with four holding down bolts. This results in base plate details that are expensive difficult to fabricate and may even contribute to the hazards.

Base plate and anchor rod design 2nd edition. When a concentrated tensile or compressive force acts on the end of a round or rectangular hss column with a cap plate and the force is in the direction of the hss axis the walls of the hss member could fail in sidewall yielding with consideration of shear lag. Steel column base plates are one of the most ndamental parts of a steel structure yet the design of base plates is commonly not given the attention that it should by engineers. He dimension between the anchor bolt and the t bending plane is the moment arm to be used in solving for the base plate.

Hss column cap plate connections limit state of wall local yielding.