tee_wall¶
- sectionproperties.pre.library.concrete_sections.tee_wall(d: float, b: float, t_f: float, t_w: float, dia_bar: float, area_bar: float, spacing: float, cover: float, double: bool = True, n_circle: int = 4, conc_mat: Material = Material(name='default', elastic_modulus=1, poissons_ratio=0, yield_strength=1, density=1, color='w'), steel_mat: Material = Material(name='default', elastic_modulus=1, poissons_ratio=0, yield_strength=1, density=1, color='w')) CompoundGeometry[source]¶
Constructs a reinforced concrete tee-shaped wall section.
Constructs a reinforced concrete tee-shaped wall section of depth
d, widthb, flange thicknesst_fand web thicknesst_w. The wall reinforcement has a maximum spacing ofspacingand is doubly reinforced ifdoubleis set toTrue, or singly reinforced if it is set toFalse.Note
As the reinforcing bars are described by discretised circles, the area of each bar is required to ensure that the correct reinforcing area is provided.
- Parameters:
d (float) – Concrete wall depth
b (float) – Concrete wall width
t_f (float) – Concrete wall flange thickness
t_w (float) – Concrete wall web thickness
dia_bar (float) – Diameter of the reinforcing bars, used for calculating bar placement
area_bar (float) – Area of the reinforcing bars
spacing (float) – Maximum spacing of the reinforcement bars, the calculated spacing is equal to
ceil(extent / spacing) + 1cover (float) – Clear cover to the reinforcing bars
double (bool) – If set to
True, provides two layers of reinforcement to the wall. If set toFalse, provides a single central layer of reinforcement to the wall. Defaults toTrue.n_circle (int) – Number of points used to discretise the circular reinforcing bars. Defaults to
4.conc_mat (Material) – Material object to assign to the concrete area. Defaults to
pre.DEFAULT_MATERIAL.steel_mat (Material) – Material object to assign to the steel area. Defaults to
pre.DEFAULT_MATERIAL.
- Raises:
ValueError – Geometry generation failed
- Returns:
Reinforced concrete tee-shaped wall section geometry
- Return type:
Example
The following example creates a 1200 mm deep x 1200 mm wide tee-shaped concrete wall, with a 150 mm thick flange and 120 mm thick web. The wall is reinforced with a single layer of N12-200 with 30 mm cover. A coarse finite element mesh is generated to show the different material regions:
from sectionproperties.pre import Material from sectionproperties.pre.library import tee_wall from sectionproperties.analysis import Section concrete = Material( name="Concrete", elastic_modulus=30.1e3, poissons_ratio=0.2, yield_strength=32, density=2.4e-6, color="lightgrey", ) steel = Material( name="Steel", elastic_modulus=200e3, poissons_ratio=0.3, yield_strength=500, density=7.85e-6, color="grey", ) geom = tee_wall( d=1200, b=1200, t_f=150, t_w=120, dia_bar=12, area_bar=110, spacing=200, cover=30, double=False, n_circle=12, conc_mat=concrete, steel_mat=steel, ) geom.create_mesh(mesh_sizes=[0]) # a size of zero creates a coarse mesh Section(geometry=geom).plot_mesh()
(
Source code,png,hires.png,pdf)
Reinforced concrete tee-shaped wall section geometry¶