9.1 Chapter 9: Column Analysis and Design Introduction Columns are usually considered as vertical structural elements, but they can be positioned in any orientation (e.g. diagonal and horizontal compression elements in a truss). Columns are used as major elements in trusses, building frames, and sub-structure supports for bridges (e.g. piers). Columns support compressive loads from roofs, floors, or bridge decks. Columns transmit the vertical forces to the foundations and into the subsoil. The work of a column is simpler than the work of a beam. The loads applied to a column are only axial loads. Loads on columns are typically applied at the ends of the member, producing axial compressive stresses. However, on occasion the loads acting on a column can include axial forces, transverse forces, and bending moments (e.g. beam-columns). Columns are defined by the length between support ends. Short columns (e.g. footing piers). Long columns (e.g. bridge and freeway piers). Virtually every common construction material is used for column construction. Steel, timber, concrete (reinforced and pre-stressed), and masonry (brick, block, and stone). The selection of a particular material may be made based on the following. Strength (material) properties (e.g. steel vs. wood). Appearance (circular, square, or I-beam). Accommodate the connection of other members. Local production capabilities (i.e. the shape of the cross section). Columns are major structural components that significantly affect the building’s overall performance and stability. Columns are designed with larger safety factors than other structural components.