1.1.1. SectionBasic

class planesections.section.SectionBasic(E: float = 1, G: float = 1, A: float = 1, Iz: float = 1, Iy: float = 1, J: float = 1, Avx: float = 1, Avy: float = 1)

Bases: Section

A basic section that contains the global propreties of the beam section, without any geometry. It’s assume the section is elastic.

Parameters:

• E (float) – The elastic modulus to use for the section.

• G (float) – The shear modulus to use for the section.

• A (float) – The section’s area.

• Iz (float) – The section’s second moment of ineria about the local z axis. (typically the strong axis)

• Iy (float) – The section’s second moment of ineria about the local z axis. (typically the weak axis)

• J (float) – The units to use for the section.

A: float = 1

Avx: float = 1

Avy: float = 1

E: float = 1

G: float = 1

Iy: float = 1

Iz: float = 1

J: float = 1