from sectionproperties.pre import Material
from sectionproperties.pre.library import concrete_column_section
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 = concrete_column_section(
    d=600,
    b=300,
    dia_bar=25,
    area_bar=500,
    n_x=3,
    n_y=6,
    cover=35,
    n_circle=4,
    filled=False,
    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()