Hss Column Base Plate Design

This results in base plate details that are expensive difficult to fabricate and may even contribute to the hazards.

Hss column base plate design.

This article is currently only available in pdf format please click the link to the top right. He dimension between the anchor bolt and the t bending plane is the moment arm to be used in solving for the base plate. The forces and deformations from the structural analyses used to design the column base plate connection are dependent on the choice of the column base plate connection details. 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.

Aisc design guide 1. The bolts are cast into the concrete base in location tubes or cones and are fitted with anchor plates to prevent pull out. In articles practical solutions comments 0. 45 degree progression bending planes vs aisc hss base plate bending planes.

Aug 2012 by dan mazzei p e. 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. Base plate and anchor rod design 2nd edition. 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.

Column section type column section size column section properties. Base plate and anchor rod design 2nd edition. Csa a23 3 14 design of concrete structures. Aisc design guide 1.

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. Aisc design guide 1. 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. 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.

Of the column base plate connection in the elastic and plastic ranges and for seismic loading possibly even the cyclic force deformation relations. Hss column cap plate connections limit state of wall local yielding. Base plate design based on code abbreviation. Column section type.

The dimension between the anchor bolt and the bending plane is the moment arm to be used in solving for the base plate thickness.