def GEOMETRIC_PROPERTIES_0(COORDINATES, ELEMENTS, SECTIONS, I_ELEMENT, AUX_2):
    """ 
    This function assigns the bar element's geometric propertiest of the I_ELEMENT element TYPE_ELEMENT = 0 (Frame element).

    Input:
    COORDINATES        | Coordinates properties                                | Py Numpy array
                       |     Node, x, y                                        |
    ELEMENTS           | Elements properties                                   | Py Numpy array
                       |    Node 0 ... Node (N_NODES - 1), Material ID,        |
                       |    Geometry ID, Hinge ID node 1, Hinge ID node 2      | 
    SECTIONS           | Sections properties                                   | Py Numpy array
                       |    Area, Inertia 1, Inertia Frame bar, X GC, Y GC     |
    I_ELEMENT          | i element in looping                                  | Integer
    AUX_2              | ID section                                            | Integer

    Output:
    SECTION_IELEMENT   | Section I_ELEMENT properties                          | Py list[6]
                       |     [0] - Length                                      |
                       |     [1] - Sine                                        |
                       |     [2] - Cosine                                      |
                       |     [3] - Area                                        |
                       |     [4] - Inertia auxiliar                            |
                       |     [5] - Inertia frame element                       |
    """
    NODE_1 = int(ELEMENTS[I_ELEMENT, 0])
    NODE_2 = int(ELEMENTS[I_ELEMENT, 1])
    X_NODE1 = COORDINATES[NODE_1, 0]
    Y_NODE1 = COORDINATES[NODE_1, 1]
    X_NODE2 = COORDINATES[NODE_2, 0]
    Y_NODE2 = COORDINATES[NODE_2, 1]
    DELTA_X = X_NODE2 - X_NODE1
    DELTA_Y = Y_NODE2 - Y_NODE1
    L = ((DELTA_X) ** 2 + (DELTA_Y) ** 2) ** 0.50
    COS = DELTA_X / L
    SIN = DELTA_Y / L
    SECTION_ID = int(ELEMENTS[I_ELEMENT, AUX_2])
    A = SECTIONS[SECTION_ID, 0]
    I_1 = SECTIONS[SECTION_ID, 1]
    I_2 = SECTIONS[SECTION_ID, 2]
    SECTION_IELEMENT = [L, SIN, COS, A, I_1, I_2]
    return SECTION_IELEMENT