3.1.3.3.2. KirchhoffBeam

The KirchhoffBeam element models slender beams using the Kirchhoff (Euler) beam theory, suitable for frames and slender structures where shear deformation can be neglected.

3.1.3.3.2.1. Overview

Element type: KirchhoffBeam

Supports: - Frame analysis with bending and axial deformation - Suitable for slender beams (no shear deformation) - 2D frame applications demonstrated in examples

3.1.3.3.2.2. Parameters

3.1.3.3.2.2.1. Mandatory Parameters

Parameter	Description
`type`	Must be set to `"KirchhoffBeam"`
`material`	Material block with elastic properties (e.g., `E`, `rho`) and geometric properties provided via mesh/section data.

3.1.3.3.2.2.2. Optional Parameters

Parameter	Description
`section`	Optional section properties reference (if supported by input).

3.1.3.3.2.3. Examples

Representative examples using KirchhoffBeam: - examples/ch09/KirchhoffEuler.pro - examples/ch09/KirchhoffEuler_01.pro - examples/ch09/KirchhoffEuler_1.pro - examples/ch09/FrameKirchhoff.pro