add read me

venv/lib/python3.12/site-packages/sympy/physics/continuum_mechanics/__init__.py

@@ -0,0 +1,10 @@
+__all__ = ['Beam',
+            'Truss',
+            'Cable',
+            'Arch'
+            ]
+
+from .beam import Beam
+from .truss import Truss
+from .cable import Cable
+from .arch import Arch

venv/lib/python3.12/site-packages/sympy/physics/continuum_mechanics/cable.py

@@ -0,0 +1,815 @@
+"""
+This module can be used to solve problems related
+to 2D Cables.
+"""
+
+from sympy.core.sympify import sympify
+from sympy.core.symbol import Symbol,symbols
+from sympy import sin, cos, pi, atan, diff, Piecewise, solve, rad
+from sympy.functions.elementary.miscellaneous import sqrt
+from sympy.solvers.solveset import linsolve
+from sympy.matrices import Matrix
+from sympy.plotting import plot
+
+class Cable:
+    """
+    Cables are structures in engineering that support
+    the applied transverse loads through the tensile
+    resistance developed in its members.
+
+    Cables are widely used in suspension bridges, tension
+    leg offshore platforms, transmission lines, and find
+    use in several other engineering applications.
+
+    Examples
+    ========
+    A cable is supported at (0, 10) and (10, 10). Two point loads
+    acting vertically downwards act on the cable, one with magnitude 3 kN
+    and acting 2 meters from the left support and 3 meters below it, while
+    the other with magnitude 2 kN is 6 meters from the left support and
+    6 meters below it.
+
+    >>> from sympy.physics.continuum_mechanics.cable import Cable
+    >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+    >>> c.apply_load(-1, ('P', 2, 7, 3, 270))
+    >>> c.apply_load(-1, ('Q', 6, 4, 2, 270))
+    >>> c.loads
+    {'distributed': {}, 'point_load': {'P': [3, 270], 'Q': [2, 270]}}
+    >>> c.loads_position
+    {'P': [2, 7], 'Q': [6, 4]}
+    """
+    def __init__(self, support_1, support_2):
+        """
+        Initializes the class.
+
+        Parameters
+        ==========
+
+        support_1 and support_2 are tuples of the form
+        (label, x, y), where
+
+        label : String or symbol
+            The label of the support
+
+        x : Sympifyable
+            The x coordinate of the position of the support
+
+        y : Sympifyable
+            The y coordinate of the position of the support
+        """
+        self._left_support = []
+        self._right_support = []
+        self._supports = {}
+        self._support_labels = []
+        self._loads = {"distributed": {}, "point_load": {}}
+        self._loads_position = {}
+        self._length = 0
+        self._reaction_loads = {}
+        self._tension = {}
+        self._lowest_x_global = sympify(0)
+        self._lowest_y_global = sympify(0)
+        self._cable_eqn = None
+        self._tension_func = None
+        if support_1[0] == support_2[0]:
+            raise ValueError("Supports can not have the same label")
+
+        elif support_1[1] == support_2[1]:
+            raise ValueError("Supports can not be at the same location")
+
+        x1 = sympify(support_1[1])
+        y1 = sympify(support_1[2])
+        self._supports[support_1[0]] = [x1, y1]
+
+        x2 = sympify(support_2[1])
+        y2 = sympify(support_2[2])
+        self._supports[support_2[0]] = [x2, y2]
+
+        if support_1[1] < support_2[1]:
+            self._left_support.append(x1)
+            self._left_support.append(y1)
+            self._right_support.append(x2)
+            self._right_support.append(y2)
+            self._support_labels.append(support_1[0])
+            self._support_labels.append(support_2[0])
+
+        else:
+            self._left_support.append(x2)
+            self._left_support.append(y2)
+            self._right_support.append(x1)
+            self._right_support.append(y1)
+            self._support_labels.append(support_2[0])
+            self._support_labels.append(support_1[0])
+
+        for i in self._support_labels:
+            self._reaction_loads[Symbol("R_"+ i +"_x")] = 0
+            self._reaction_loads[Symbol("R_"+ i +"_y")] = 0
+
+    @property
+    def supports(self):
+        """
+        Returns the supports of the cable along with their
+        positions.
+        """
+        return self._supports
+
+    @property
+    def left_support(self):
+        """
+        Returns the position of the left support.
+        """
+        return self._left_support
+
+    @property
+    def right_support(self):
+        """
+        Returns the position of the right support.
+        """
+        return self._right_support
+
+    @property
+    def loads(self):
+        """
+        Returns the magnitude and direction of the loads
+        acting on the cable.
+        """
+        return self._loads
+
+    @property
+    def loads_position(self):
+        """
+        Returns the position of the point loads acting on the
+        cable.
+        """
+        return self._loads_position
+
+    @property
+    def length(self):
+        """
+        Returns the length of the cable.
+        """
+        return self._length
+
+    @property
+    def reaction_loads(self):
+        """
+        Returns the reaction forces at the supports, which are
+        initialized to 0.
+        """
+        return self._reaction_loads
+
+    @property
+    def tension(self):
+        """
+        Returns the tension developed in the cable due to the loads
+        applied.
+        """
+        return self._tension
+
+    def tension_at(self, x):
+        """
+        Returns the tension at a given value of x developed due to
+        distributed load.
+        """
+        if 'distributed' not in self._tension.keys():
+            raise ValueError("No distributed load added or solve method not called")
+
+        if x > self._right_support[0] or x < self._left_support[0]:
+            raise ValueError("The value of x should be between the two supports")
+
+        A = self._tension['distributed']
+        X = Symbol('X')
+
+        return A.subs({X:(x-self._lowest_x_global)})
+
+    def apply_length(self, length):
+        """
+        This method specifies the length of the cable
+
+        Parameters
+        ==========
+
+        length : Sympifyable
+            The length of the cable
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_length(20)
+        >>> c.length
+        20
+        """
+        dist = ((self._left_support[0] - self._right_support[0])**2
+                - (self._left_support[1] - self._right_support[1])**2)**(1/2)
+
+        if length < dist:
+            raise ValueError("length should not be less than the distance between the supports")
+
+        self._length = length
+
+    def change_support(self, label, new_support):
+        """
+        This method changes the mentioned support with a new support.
+
+        Parameters
+        ==========
+        label: String or symbol
+            The label of the support to be changed
+
+        new_support: Tuple of the form (new_label, x, y)
+            new_label: String or symbol
+                The label of the new support
+
+            x: Sympifyable
+                The x-coordinate of the position of the new support.
+
+            y: Sympifyable
+                The y-coordinate of the position of the new support.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.supports
+        {'A': [0, 10], 'B': [10, 10]}
+        >>> c.change_support('B', ('C', 5, 6))
+        >>> c.supports
+        {'A': [0, 10], 'C': [5, 6]}
+        """
+        if label not in self._supports:
+            raise ValueError("No support exists with the given label")
+
+        i = self._support_labels.index(label)
+        rem_label = self._support_labels[(i+1)%2]
+        x1 = self._supports[rem_label][0]
+        y1 = self._supports[rem_label][1]
+
+        x = sympify(new_support[1])
+        y = sympify(new_support[2])
+
+        for l in self._loads_position:
+            if l[0] >= max(x, x1) or l[0] <= min(x, x1):
+                raise ValueError("The change in support will throw an existing load out of range")
+
+        self._supports.pop(label)
+        self._left_support.clear()
+        self._right_support.clear()
+        self._reaction_loads.clear()
+        self._support_labels.remove(label)
+
+        self._supports[new_support[0]] = [x, y]
+
+        if x1 < x:
+            self._left_support.append(x1)
+            self._left_support.append(y1)
+            self._right_support.append(x)
+            self._right_support.append(y)
+            self._support_labels.append(new_support[0])
+
+        else:
+            self._left_support.append(x)
+            self._left_support.append(y)
+            self._right_support.append(x1)
+            self._right_support.append(y1)
+            self._support_labels.insert(0, new_support[0])
+
+        for i in self._support_labels:
+            self._reaction_loads[Symbol("R_"+ i +"_x")] = 0
+            self._reaction_loads[Symbol("R_"+ i +"_y")] = 0
+
+    def apply_load(self, order, load):
+        """
+        This method adds load to the cable.
+
+        Parameters
+        ==========
+
+        order : Integer
+            The order of the applied load.
+
+                - For point loads, order = -1
+                - For distributed load, order = 0
+
+        load : tuple
+
+            * For point loads, load is of the form (label, x, y, magnitude, direction), where:
+
+            label : String or symbol
+                The label of the load
+
+            x : Sympifyable
+                The x coordinate of the position of the load
+
+            y : Sympifyable
+                The y coordinate of the position of the load
+
+            magnitude : Sympifyable
+                The magnitude of the load. It must always be positive
+
+            direction : Sympifyable
+                The angle, in degrees, that the load vector makes with the horizontal
+                in the counter-clockwise direction. It takes the values 0 to 360,
+                inclusive.
+
+
+            * For uniformly distributed load, load is of the form (label, magnitude)
+
+            label : String or symbol
+                The label of the load
+
+            magnitude : Sympifyable
+                The magnitude of the load. It must always be positive
+
+        Examples
+        ========
+
+        For a point load of magnitude 12 units inclined at 30 degrees with the horizontal:
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(-1, ('Z', 5, 5, 12, 30))
+        >>> c.loads
+        {'distributed': {}, 'point_load': {'Z': [12, 30]}}
+        >>> c.loads_position
+        {'Z': [5, 5]}
+
+
+        For a uniformly distributed load of magnitude 9 units:
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(0, ('X', 9))
+        >>> c.loads
+        {'distributed': {'X': 9}, 'point_load': {}}
+        """
+        if order == -1:
+            if len(self._loads["distributed"]) != 0:
+                raise ValueError("Distributed load already exists")
+
+            label = load[0]
+            if label in self._loads["point_load"]:
+                raise ValueError("Label already exists")
+
+            x = sympify(load[1])
+            y = sympify(load[2])
+
+            if x > self._right_support[0] or x < self._left_support[0]:
+                raise ValueError("The load should be positioned between the supports")
+
+            magnitude = sympify(load[3])
+            direction = sympify(load[4])
+
+            self._loads["point_load"][label] = [magnitude, direction]
+            self._loads_position[label] = [x, y]
+
+        elif order == 0:
+            if len(self._loads_position) != 0:
+                raise ValueError("Point load(s) already exist")
+
+            label = load[0]
+            if label in self._loads["distributed"]:
+                raise ValueError("Label already exists")
+
+            magnitude = sympify(load[1])
+
+            self._loads["distributed"][label] = magnitude
+
+        else:
+            raise ValueError("Order should be either -1 or 0")
+
+    def remove_loads(self, *args):
+        """
+        This methods removes the specified loads.
+
+        Parameters
+        ==========
+        This input takes multiple label(s) as input
+        label(s): String or symbol
+            The label(s) of the loads to be removed.
+
+        Examples
+        ========
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(('A', 0, 10), ('B', 10, 10))
+        >>> c.apply_load(-1, ('Z', 5, 5, 12, 30))
+        >>> c.loads
+        {'distributed': {}, 'point_load': {'Z': [12, 30]}}
+        >>> c.remove_loads('Z')
+        >>> c.loads
+        {'distributed': {}, 'point_load': {}}
+        """
+        for i in args:
+            if len(self._loads_position) == 0:
+                if i not in self._loads['distributed']:
+                    raise ValueError("Error removing load " + i + ": no such load exists")
+
+                else:
+                    self._loads['disrtibuted'].pop(i)
+
+            else:
+                if i not in self._loads['point_load']:
+                    raise ValueError("Error removing load " + i + ": no such load exists")
+
+                else:
+                    self._loads['point_load'].pop(i)
+                    self._loads_position.pop(i)
+
+    def solve(self, *args):
+        """
+        This method solves for the reaction forces at the supports, the tension developed in
+        the cable, and updates the length of the cable.
+
+        Parameters
+        ==========
+        This method requires no input when solving for point loads
+        For distributed load, the x and y coordinates of the lowest point of the cable are
+        required as
+
+        x: Sympifyable
+            The x coordinate of the lowest point
+
+        y: Sympifyable
+            The y coordinate of the lowest point
+
+        Examples
+        ========
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> c.tension
+        {A_Z: 8.91403453669861, X_B: 19*sqrt(13)/10, Z_X: 4.79150773600774}
+        >>> c.reaction_loads
+        {R_A_x: -5.25547445255474, R_A_y: 7.2, R_B_x: 5.25547445255474, R_B_y: 3.8}
+        >>> c.length
+        5.7560958484519 + 2*sqrt(13)
+
+        For distributed load,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> c.tension
+        {'distributed': 36465.0*sqrt(0.00054335718671383*X**2 + 1)}
+        >>> c.tension_at(0)
+        61717.4130533677
+        >>> c.reaction_loads
+        {R_A_x: 36465.0, R_A_y: -49793.0, R_B_x: 44399.9537590861, R_B_y: 42868.2071025955}
+        """
+
+        if len(self._loads_position) != 0:
+            sorted_position = sorted(self._loads_position.items(), key = lambda item : item[1][0])
+
+            sorted_position.append(self._support_labels[1])
+            sorted_position.insert(0, self._support_labels[0])
+
+            self._tension.clear()
+            moment_sum_from_left_support = 0
+            moment_sum_from_right_support = 0
+            F_x = 0
+            F_y = 0
+            self._length = 0
+            tension_func = []
+            x = symbols('x')
+            for i in range(1, len(sorted_position)-1):
+                if i == 1:
+                    self._length+=sqrt((self._left_support[0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._left_support[1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                else:
+                    self._length+=sqrt((self._loads_position[sorted_position[i-1][0]][0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._loads_position[sorted_position[i-1][0]][1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                if i == len(sorted_position)-2:
+                    self._length+=sqrt((self._right_support[0] - self._loads_position[sorted_position[i][0]][0])**2 + (self._right_support[1] - self._loads_position[sorted_position[i][0]][1])**2)
+
+                moment_sum_from_left_support += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._left_support[1] - self._loads_position[sorted_position[i][0]][1])
+                moment_sum_from_left_support += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._left_support[0] - self._loads_position[sorted_position[i][0]][0])
+
+                F_x += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180)
+                F_y += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180)
+
+                label = Symbol(sorted_position[i][0]+"_"+sorted_position[i+1][0])
+                y2 = self._loads_position[sorted_position[i][0]][1]
+                x2 = self._loads_position[sorted_position[i][0]][0]
+                y1 = 0
+                x1 = 0
+
+                if i == len(sorted_position)-2:
+                    x1 = self._right_support[0]
+                    y1 = self._right_support[1]
+
+                else:
+                    x1 = self._loads_position[sorted_position[i+1][0]][0]
+                    y1 = self._loads_position[sorted_position[i+1][0]][1]
+
+                angle_with_horizontal = atan((y1 - y2)/(x1 - x2))
+
+                tension = -(moment_sum_from_left_support)/(abs(self._left_support[1] - self._loads_position[sorted_position[i][0]][1])*cos(angle_with_horizontal) + abs(self._left_support[0] - self._loads_position[sorted_position[i][0]][0])*sin(angle_with_horizontal))
+                self._tension[label] = tension
+                tension_func.append((tension, x<=x1))
+                moment_sum_from_right_support += self._loads['point_load'][sorted_position[i][0]][0] * cos(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._right_support[1] - self._loads_position[sorted_position[i][0]][1])
+                moment_sum_from_right_support += self._loads['point_load'][sorted_position[i][0]][0] * sin(pi * self._loads['point_load'][sorted_position[i][0]][1] / 180) * abs(self._right_support[0] - self._loads_position[sorted_position[i][0]][0])
+
+            label = Symbol(sorted_position[0][0]+"_"+sorted_position[1][0])
+            y2 = self._loads_position[sorted_position[1][0]][1]
+            x2 = self._loads_position[sorted_position[1][0]][0]
+            x1 = self._left_support[0]
+            y1 = self._left_support[1]
+
+            angle_with_horizontal = -atan((y2 - y1)/(x2 - x1))
+            tension = -(moment_sum_from_right_support)/(abs(self._right_support[1] - self._loads_position[sorted_position[1][0]][1])*cos(angle_with_horizontal) + abs(self._right_support[0] - self._loads_position[sorted_position[1][0]][0])*sin(angle_with_horizontal))
+            self._tension[label] = tension
+
+            tension_func.insert(0,(tension, x<=x2))
+            self._tension_func = Piecewise(*tension_func)
+            angle_with_horizontal = pi/2 - angle_with_horizontal
+            label = self._support_labels[0]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = -sin(angle_with_horizontal) * tension
+            F_x += -sin(angle_with_horizontal) * tension
+            self._reaction_loads[Symbol("R_"+label+"_y")] = cos(angle_with_horizontal) * tension
+            F_y += cos(angle_with_horizontal) * tension
+
+            label = self._support_labels[1]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = -F_x
+            self._reaction_loads[Symbol("R_"+label+"_y")] = -F_y
+
+        elif len(self._loads['distributed']) != 0 :
+
+            if len(args) == 0:
+                raise ValueError("Provide the lowest point of the cable")
+
+            lowest_x = sympify(args[0])
+            self._lowest_x_global = lowest_x
+
+            a = Symbol('a', positive=True)
+            c = Symbol('c')
+            # augmented matrix form of linsolve
+
+            M = Matrix(
+                [[(self._left_support[0]-lowest_x)**2, 1, self._left_support[1]],
+                [(self._right_support[0]-lowest_x)**2, 1, self._right_support[1]],
+                ])
+
+            coefficient_solution = list(linsolve(M, (a, c)))
+            if len(coefficient_solution) ==0 or coefficient_solution[0][0]== 0:
+                raise ValueError("The lowest point is inconsistent with the supports")
+
+            A = coefficient_solution[0][0]
+            C = coefficient_solution[0][1] + coefficient_solution[0][0]*lowest_x**2
+            B = -2*coefficient_solution[0][0]*lowest_x
+            self._lowest_y_global = coefficient_solution[0][1]
+            lowest_y = self._lowest_y_global
+
+            # y = A*x**2 + B*x + C
+            # shifting origin to lowest point
+            X = Symbol('X')
+            Y = Symbol('Y')
+            Y = A*(X + lowest_x)**2 + B*(X + lowest_x) + C - lowest_y
+
+            temp_list = list(self._loads['distributed'].values())
+            applied_force = temp_list[0]
+
+            horizontal_force_constant = (applied_force * (self._right_support[0] - lowest_x)**2) / (2 * (self._right_support[1] - lowest_y))
+
+            self._tension.clear()
+            tangent_slope_to_curve = diff(Y, X)
+            self._tension['distributed'] = horizontal_force_constant / (cos(atan(tangent_slope_to_curve)))
+
+            label = self._support_labels[0]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = self.tension_at(self._left_support[0]) * cos(atan(tangent_slope_to_curve.subs(X, self._left_support[0] - lowest_x)))
+            self._reaction_loads[Symbol("R_"+label+"_y")] = self.tension_at(self._left_support[0]) * sin(atan(tangent_slope_to_curve.subs(X, self._left_support[0] - lowest_x)))
+
+            label = self._support_labels[1]
+            self._reaction_loads[Symbol("R_"+label+"_x")] = self.tension_at(self._left_support[0]) * cos(atan(tangent_slope_to_curve.subs(X, self._right_support[0] - lowest_x)))
+            self._reaction_loads[Symbol("R_"+label+"_y")] = self.tension_at(self._left_support[0]) * sin(atan(tangent_slope_to_curve.subs(X, self._right_support[0] - lowest_x)))
+
+    def draw(self):
+        """
+        This method is used to obtain a plot for the specified cable with its supports,
+        shape and loads.
+
+        Examples
+        ========
+
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> p = c.draw()
+        >>> p  # doctest: +ELLIPSIS
+        Plot object containing:
+        [0]: cartesian line: Piecewise((10 - 1.37*x, x <= 2), (8.52 - 0.63*x, x <= 4), (2*x/3 + 10/3, x <= 10)) for x over (0.0, 10.0)
+        ...
+        >>> p.show()
+
+        For uniformly distributed loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> p = c.draw()
+        >>> p # doctest: +ELLIPSIS
+        Plot object containing:
+        [0]: cartesian line: 0.0116550116550117*(x - 58.58)**2 + 0.00447086247086247 for x over (0.0, 100.0)
+        [1]: cartesian line: -7.49552913752915 for x over (0.0, 100.0)
+        ...
+        >>> p.show()
+        """
+        x = Symbol("x")
+        annotations = []
+        support_rectangles = self._draw_supports()
+
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if len(self._loads_position) != 0:
+            self._cable_eqn = self._draw_cable(-1)
+            annotations += self._draw_loads(-1)
+
+        elif len(self._loads['distributed']) != 0 :
+            self._cable_eqn = self._draw_cable(0)
+            annotations += self._draw_loads(0)
+
+        if not self._cable_eqn:
+            raise ValueError("solve method not called and/or values provided for loads and supports not adequate")
+
+        cab_plot = plot(*self._cable_eqn,(x,self._left_support[0],self._right_support[0]),
+                        xlim=(xy_min-0.5*max_diff,xy_max+0.5*max_diff),
+                        ylim=(xy_min-0.5*max_diff,xy_max+0.5*max_diff),
+                        rectangles=support_rectangles,show= False,annotations=annotations, axis=False)
+
+        return cab_plot
+
+    def _draw_supports(self):
+        member_rectangles = []
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+
+        supp_width = 0.075*max_diff
+
+        member_rectangles.append(
+            {
+                'xy': (self._left_support[0]-supp_width,self._left_support[1]),
+                'width': supp_width,
+                'height':supp_width,
+                'color':'brown',
+                'fill': False
+            }
+        )
+
+        member_rectangles.append(
+            {
+                'xy': (self._right_support[0],self._right_support[1]),
+                'width': supp_width,
+                'height':supp_width,
+                'color':'brown',
+                'fill': False
+            }
+        )
+
+        return member_rectangles
+
+    def _draw_cable(self,order):
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if order == -1 :
+            x,y = symbols('x y')
+            line_func = []
+            sorted_position = sorted(self._loads_position.items(), key = lambda item : item[1][0])
+
+            for i in range(len(sorted_position)):
+                if(i==0):
+                    y = ((sorted_position[i][1][1] - self._left_support[1])*(x-self._left_support[0]))/(sorted_position[i][1][0]- self._left_support[0]) + self._left_support[1]
+                else:
+                    y = ((sorted_position[i][1][1] - sorted_position[i-1][1][1] )*(x-sorted_position[i-1][1][0]))/(sorted_position[i][1][0]- sorted_position[i-1][1][0]) + sorted_position[i-1][1][1]
+                line_func.append((y,x<=sorted_position[i][1][0]))
+
+            y = ((sorted_position[len(sorted_position)-1][1][1] - self._right_support[1])*(x-self._right_support[0]))/(sorted_position[i][1][0]- self._right_support[0]) + self._right_support[1]
+            line_func.append((y,x<=self._right_support[0]))
+            return [Piecewise(*line_func)]
+
+        elif order == 0:
+            x0 = self._lowest_x_global
+            diff_force_height = max_diff*0.075
+
+            a,c,x,y = symbols('a c x y')
+            parabola_eqn = a*(x-x0)**2 + c - y
+
+            points = [(self._left_support[0],self._left_support[1]),(self._right_support[0],self._right_support[1])]
+            equations = []
+            for px, py in points:
+                equations.append(parabola_eqn.subs({x: px, y: py}))
+            solution = solve(equations, (a, c))
+            parabola_eqn = solution[a]*(x-x0)**2 + solution[c]
+            return [parabola_eqn, self._lowest_y_global - diff_force_height]
+
+    def _draw_loads(self,order):
+        xy_min = min(self._left_support[0],self._lowest_y_global)
+        xy_max = max(self._right_support[0], max(self._right_support[1],self._left_support[1]))
+        max_diff = xy_max - xy_min
+        if(order==-1):
+            arrow_length = max_diff*0.1
+            force_arrows = []
+            for key in self._loads['point_load']:
+                force_arrows.append(
+                    {
+                        'text': '',
+                        'xy':(self._loads_position[key][0]+arrow_length*cos(rad(self._loads['point_load'][key][1])),\
+                              self._loads_position[key][1] + arrow_length*sin(rad(self._loads['point_load'][key][1]))),
+                        'xytext': (self._loads_position[key][0],self._loads_position[key][1]),
+                        'arrowprops': {'width': 1, 'headlength':3, 'headwidth':3 , 'facecolor': 'black', }
+                    }
+                )
+                mag = self._loads['point_load'][key][0]
+                force_arrows.append(
+                    {
+                        'text':f'{mag}N',
+                        'xy': (self._loads_position[key][0]+arrow_length*1.6*cos(rad(self._loads['point_load'][key][1])),\
+                               self._loads_position[key][1] + arrow_length*1.6*sin(rad(self._loads['point_load'][key][1]))),
+                    }
+                )
+            return force_arrows
+
+        elif (order == 0):
+            x = symbols('x')
+            force_arrows = []
+            x_val = [self._left_support[0] + ((self._right_support[0]-self._left_support[0])/10)*i for i in range(1,10)]
+            for i in x_val:
+                force_arrows.append(
+                    {
+                        'text':'',
+                        'xytext':(
+                            i,
+                            self._cable_eqn[0].subs(x,i)
+                        ),
+                        'xy':(
+                            i,
+                            self._cable_eqn[1].subs(x,i)
+                        ),
+                        'arrowprops':{'width':1, 'headlength':3.5, 'headwidth':3.5, 'facecolor':'black'}
+                    }
+                )
+            mag = 0
+            for key in self._loads['distributed']:
+                mag += self._loads['distributed'][key]
+
+            force_arrows.append(
+                {
+                    'text':f'{mag} N/m',
+                    'xy':((self._left_support[0]+self._right_support[0])/2,self._lowest_y_global - max_diff*0.15)
+                }
+            )
+            return force_arrows
+
+    def plot_tension(self):
+        """
+        Returns the diagram/plot of the tension generated in the cable at various points.
+
+        Examples
+        ========
+
+        For point loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c = Cable(("A", 0, 10), ("B", 10, 10))
+        >>> c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+        >>> c.apply_load(-1, ('X', 4, 6, 8, 270))
+        >>> c.solve()
+        >>> p = c.plot_tension()
+        >>> p
+        Plot object containing:
+        [0]: cartesian line: Piecewise((8.91403453669861, x <= 2), (4.79150773600774, x <= 4), (19*sqrt(13)/10, x <= 10)) for x over (0.0, 10.0)
+        >>> p.show()
+
+        For uniformly distributed loads,
+
+        >>> from sympy.physics.continuum_mechanics.cable import Cable
+        >>> c=Cable(("A", 0, 40),("B", 100, 20))
+        >>> c.apply_load(0, ("X", 850))
+        >>> c.solve(58.58)
+        >>> p = c.plot_tension()
+        >>> p
+        Plot object containing:
+        [0]: cartesian line: 36465.0*sqrt(0.00054335718671383*X**2 + 1) for X over (0.0, 100.0)
+        >>> p.show()
+
+        """
+        if len(self._loads_position) != 0:
+            x = symbols('x')
+            tension_plot  = plot(self._tension_func, (x,self._left_support[0],self._right_support[0]), show=False)
+        else:
+            X = symbols('X')
+            tension_plot  = plot(self._tension['distributed'], (X,self._left_support[0],self._right_support[0]), show=False)
+        return tension_plot

venv/lib/python3.12/site-packages/sympy/physics/continuum_mechanics/tests/test_arch.py

@@ -0,0 +1,61 @@
+from sympy.physics.continuum_mechanics.arch import Arch
+from sympy import Symbol, simplify
+
+x = Symbol('x')
+t = Symbol('t')
+
+def test_arch_init():
+    a = Arch((0,0),(10,0),crown_x=5,crown_y=5)
+    assert a.get_loads == {'distributed': {}, 'concentrated': {}}
+    assert a.reaction_force == {Symbol('R_A_x'):0, Symbol('R_A_y'):0, Symbol('R_B_x'):0, Symbol('R_B_y'):0}
+    assert a.supports == {'left':'hinge', 'right':'hinge'}
+    assert a.left_support == (0,0)
+    assert a.right_support == (10,0)
+    assert a.get_shape_eqn == 5 - ((x-5)**2)/5
+
+    a = Arch((0,0),(10,1),crown_x=6)
+    a.change_support_type(left_support='roller')
+    a.add_member(0.5)
+    assert a.supports == {'left':'roller', 'right':'hinge'}
+    assert simplify(a.get_shape_eqn) == simplify(9/5 - (x - 6)**2/20)
+
+def test_arch_support():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=12)
+    a.apply_load(-1,'C',8,150,angle=270)
+    a.apply_load(0,'D',start=20,end=40,mag=-4)
+    a.solve()
+    assert abs(a.reaction_force[Symbol("R_A_x")] - 83.33333333333333) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_B_y")] - 90.00000000000000) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_B_x")] + 83.33333333333333) < 10e-12
+    assert abs(a.reaction_force[Symbol("R_A_y")] - 140.00000000000000) < 10e-12
+
+def test_arch_member():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=15)
+    a.change_support_type(right_support='roller')
+    a.add_member(0)
+    a.apply_load(-1,'D',start=12,mag=3,angle=270)
+    a.apply_load(-1,'E',start=6,mag=4,angle=270)
+    a.apply_load(-1,'C',start=30,mag=5,angle=270)
+    a.solve()
+    assert a.reaction_force[Symbol("R_A_x")] == 0
+    assert abs(a.reaction_force[Symbol("R_A_y")] - 6.750000000000000) < 10e-12
+    assert a.reaction_force[Symbol("R_B_x")] == 0
+    assert abs(a.reaction_force[Symbol("R_B_y")] - 5.250000000000000) < 10e-12
+
+def test_symbol_magnitude():
+    a = Arch((0,0),(16,0),crown_x=8,crown_y=5)
+    a.apply_load(0,'C',start=3,end=5,mag=t)
+    a.solve()
+    assert a.reaction_force[Symbol("R_A_x")] == -(4*t)/5
+    assert a.reaction_force[Symbol("R_A_y")] == -(3*t)/2
+    assert a.reaction_force[Symbol("R_B_x")] == (4*t)/5
+    assert a.reaction_force[Symbol("R_B_y")] == -t/2
+    assert a.bending_moment_at(4) == -5*t/2
+
+def test_forces():
+    a = Arch((0,0),(40,0),crown_x=20,crown_y=12)
+    a.apply_load(-1,'C',8,150,angle=270)
+    a.apply_load(0,'D',start=20,end=40,mag=-4)
+    a.solve()
+    assert abs(a.axial_force_at(7.999999999999999)-149.430523405935) < 1e-12
+    assert abs(a.shear_force_at(7.999999999999999)-64.9227473161196) < 1e-12

venv/lib/python3.12/site-packages/sympy/physics/continuum_mechanics/tests/test_cable.py

@@ -0,0 +1,83 @@
+from sympy.physics.continuum_mechanics.cable import Cable
+from sympy.core.symbol import Symbol
+
+
+def test_cable():
+    c = Cable(('A', 0, 10), ('B', 10, 10))
+    assert c.supports == {'A': [0, 10], 'B': [10, 10]}
+    assert c.left_support == [0, 10]
+    assert c.right_support == [10, 10]
+    assert c.loads == {'distributed': {}, 'point_load': {}}
+    assert c.loads_position == {}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for change_support method
+    c.change_support('A', ('C', 12, 3))
+    assert c.supports == {'B': [10, 10], 'C': [12, 3]}
+    assert c.left_support == [10, 10]
+    assert c.right_support == [12, 3]
+    assert c.reaction_loads == {Symbol("R_B_x"): 0, Symbol("R_B_y"): 0, Symbol("R_C_x"): 0, Symbol("R_C_y"): 0}
+
+    c.change_support('C', ('A', 0, 10))
+
+    # tests for apply_load method for point loads
+    c.apply_load(-1, ('X', 2, 5, 3, 30))
+    c.apply_load(-1, ('Y', 5, 8, 5, 60))
+    assert c.loads == {'distributed': {}, 'point_load': {'X': [3, 30], 'Y': [5, 60]}}
+    assert c.loads_position == {'X': [2, 5], 'Y': [5, 8]}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for remove_loads method
+    c.remove_loads('X')
+    assert c.loads == {'distributed': {}, 'point_load': {'Y': [5, 60]}}
+    assert c.loads_position == {'Y': [5, 8]}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    c.remove_loads('Y')
+
+    #tests for apply_load method for distributed load
+    c.apply_load(0, ('Z', 9))
+    assert c.loads == {'distributed': {'Z': 9}, 'point_load': {}}
+    assert c.loads_position == {}
+    assert c.length == 0
+    assert c.reaction_loads == {Symbol("R_A_x"): 0, Symbol("R_A_y"): 0, Symbol("R_B_x"): 0, Symbol("R_B_y"): 0}
+
+    # tests for apply_length method
+    c.apply_length(20)
+    assert c.length == 20
+
+    del c
+    # tests for solve method
+    # for point loads
+    c = Cable(("A", 0, 10), ("B", 5.5, 8))
+    c.apply_load(-1, ('Z', 2, 7.26, 3, 270))
+    c.apply_load(-1, ('X', 4, 6, 8, 270))
+    c.solve()
+    #assert c.tension == {Symbol("Z_X"): 4.79150773600774, Symbol("X_B"): 6.78571428571429, Symbol("A_Z"): 6.89488895397307}
+    assert abs(c.tension[Symbol("A_Z")] - 6.89488895397307) < 10e-12
+    assert abs(c.tension[Symbol("Z_X")] - 4.79150773600774) < 10e-12
+    assert abs(c.tension[Symbol("X_B")] - 6.78571428571429) < 10e-12
+    #assert c.reaction_loads == {Symbol("R_A_x"): -4.06504065040650, Symbol("R_A_y"): 5.56910569105691, Symbol("R_B_x"): 4.06504065040650, Symbol("R_B_y"): 5.43089430894309}
+    assert abs(c.reaction_loads[Symbol("R_A_x")] + 4.06504065040650) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_A_y")] - 5.56910569105691) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_B_x")] - 4.06504065040650) < 10e-12
+    assert abs(c.reaction_loads[Symbol("R_B_y")] - 5.43089430894309) < 10e-12
+    assert abs(c.length - 8.25609584845190) < 10e-12
+
+    del c
+    # tests for solve method
+    # for distributed loads
+    c=Cable(("A", 0, 40),("B", 100, 20))
+    c.apply_load(0, ("X", 850))
+    c.solve(58.58, 0)
+
+    # assert c.tension['distributed'] == 36456.8485*sqrt(0.000543529004799705*(X + 0.00135624381275735)**2 + 1)
+    assert abs(c.tension_at(0) - 61717.4130533677) < 10e-11
+    assert abs(c.tension_at(40) - 39738.0809048449) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_A_x")] - 36465.0000000000) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_A_y")] + 49793.0000000000) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_B_x")] - 44399.9537590861) < 10e-11
+    assert abs(c.reaction_loads[Symbol("R_B_y")] - 42868.2071025955 ) < 10e-11

venv/lib/python3.12/site-packages/sympy/physics/continuum_mechanics/tests/test_truss.py

@@ -0,0 +1,100 @@
+from sympy.core.symbol import Symbol, symbols
+from sympy.physics.continuum_mechanics.truss import Truss
+from sympy import sqrt
+
+
+def test_truss():
+    A = Symbol('A')
+    B = Symbol('B')
+    C = Symbol('C')
+    AB, BC, AC = symbols('AB, BC, AC')
+    P = Symbol('P')
+
+    t = Truss()
+    assert t.nodes == []
+    assert t.node_labels == []
+    assert t.node_positions == []
+    assert t.members == {}
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.reaction_loads == {}
+    assert t.internal_forces == {}
+
+    # testing the add_node method
+    t.add_node((A, 0, 0), (B, 2, 2), (C, 3, 0))
+    assert t.nodes == [(A, 0, 0), (B, 2, 2), (C, 3, 0)]
+    assert t.node_labels == [A, B, C]
+    assert t.node_positions == [(0, 0), (2, 2), (3, 0)]
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.reaction_loads == {}
+
+    # testing the remove_node method
+    t.remove_node(C)
+    assert t.nodes == [(A, 0, 0), (B, 2, 2)]
+    assert t.node_labels == [A, B]
+    assert t.node_positions == [(0, 0), (2, 2)]
+    assert t.loads == {}
+    assert t.supports == {}
+
+    t.add_node((C, 3, 0))
+
+    # testing the add_member method
+    t.add_member((AB, A, B), (BC, B, C), (AC, A, C))
+    assert t.members == {AB: [A, B], BC: [B, C], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, BC: 0, AC: 0}
+
+    # testing the remove_member method
+    t.remove_member(BC)
+    assert t.members == {AB: [A, B], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, AC: 0}
+
+    t.add_member((BC, B, C))
+
+    D, CD = symbols('D, CD')
+
+    # testing the change_label methods
+    t.change_node_label((B, D))
+    assert t.nodes == [(A, 0, 0), (D, 2, 2), (C, 3, 0)]
+    assert t.node_labels == [A, D, C]
+    assert t.loads == {}
+    assert t.supports == {}
+    assert t.members == {AB: [A, D], BC: [D, C], AC: [A, C]}
+
+    t.change_member_label((BC, CD))
+    assert t.members == {AB: [A, D], CD: [D, C], AC: [A, C]}
+    assert t.internal_forces == {AB: 0, CD: 0, AC: 0}
+
+
+    # testing the apply_load method
+    t.apply_load((A, P, 90), (A, P/4, 90), (A, 2*P,45), (D, P/2, 90))
+    assert t.loads == {A: [[P, 90], [P/4, 90], [2*P, 45]], D: [[P/2, 90]]}
+    assert t.loads[A] == [[P, 90], [P/4, 90], [2*P, 45]]
+
+    # testing the remove_load method
+    t.remove_load((A, P/4, 90))
+    assert t.loads == {A: [[P, 90], [2*P, 45]], D: [[P/2, 90]]}
+    assert t.loads[A] == [[P, 90], [2*P, 45]]
+
+    # testing the apply_support method
+    t.apply_support((A, "pinned"), (D, "roller"))
+    assert t.supports == {A: 'pinned', D: 'roller'}
+    assert t.reaction_loads == {}
+    assert t.loads == {A: [[P, 90], [2*P, 45], [Symbol('R_A_x'), 0], [Symbol('R_A_y'), 90]],  D: [[P/2, 90], [Symbol('R_D_y'), 90]]}
+
+    # testing the remove_support method
+    t.remove_support(A)
+    assert t.supports == {D: 'roller'}
+    assert t.reaction_loads == {}
+    assert t.loads == {A: [[P, 90], [2*P, 45]], D: [[P/2, 90], [Symbol('R_D_y'), 90]]}
+
+    t.apply_support((A, "pinned"))
+
+    # testing the solve method
+    t.solve()
+    assert t.reaction_loads['R_A_x'] == -sqrt(2)*P
+    assert t.reaction_loads['R_A_y'] == -sqrt(2)*P - P
+    assert t.reaction_loads['R_D_y'] == -P/2
+    assert t.internal_forces[AB]/P == 0
+    assert t.internal_forces[CD] == 0
+    assert t.internal_forces[AC] == 0