Combined Compressive Axial Load and Bending
Members under combined compression axial load and bending are generally referred to as beam-columns. Bending in such members may be […]
Members under combined compression axial load and bending are generally referred to as beam-columns. Bending in such members may be […]
The principal factors governing the proportioning of members carrying compressive forces are overall column buckling, local buckling, and gross section area.
A member carrying both axial and bending forces is subjected to secondary bending moments resulting from the axial force and the
The AISC ASD and LRFD Specification for Structural Steel for Buildings distinguish between existing and new framing in setting conditions for
Column-to-column connections are usually determined by the change in section. In general, a change is made at every second floor level,
Combined axial and bending stresses in cold-formed sections can be handled the same way as for structural steel. The interaction criterion
For full utilization, all ties in tied columns must be fully developed (for full tie yield strength) at each corner enclosing
When a bending moment and an axial force act on a section of a structural member, the effects of the
The existence of numerous databases in the field of civil engineering, and in particular in the field of geotechnical earthquake, has