Now define the Load section. {placeholder}
This is the syntax of the ConcreteReinforcementDirection:


ConcreteReinforcementDirection(
                no: int = 1,
                name: str = "RD 1",
                surfaces: str = "1",
                reinforcement_direction_type = ReinforcementDirectionType.REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_X,
                rotation_parameters: list = None,
                comment: str = '',
                params: dict = None,
                model = Model)



This is an example of the ConcreteReinforcementDirection section:

# ---- ConcreteReinforcementDirection Sec ----


# ---- ConcreteReinforcementDirection Section ----

ConcreteReinforcementDirection(
    no=1,
    name="RD 1",
    surfaces="1 2",  # Surfaces 1 and 2
    reinforcement_direction_type=ReinforcementDirectionType.REINFORCEMENT_DIRECTION_TYPE_FIRST_REINFORCEMENT_IN_Y,  # Reinforcement in Y-direction
    rotation_parameters=[False, 0.0],  # No manual rotation angle
    comment="Bewehrung in Y-Richtung für Fläche 1 und 2",  # Comment for the reinforcement direction
    params=None,  # Additional parameters if needed
    model=Model  # The model to which this reinforcement direction belongs
)