def add(self, load_pattern, ux, uy, uz, rx, ry, rz):
displacement = Displacement(load_pattern, ux, uy, uz, rx, ry, rz)
Collection.add(self, displacement)
return displacement
def add(self, load_pattern, reactions):
reaction = Reaction(load_pattern, reactions)
Collection.add(self, reaction)
return reaction
def add(self, node, fx, fy, fz):
point_load = PointLoad(self.parent.nodes[node], fx, fy, fz)
Collection.add(self, point_load)
return point_load
def add(self, frame, fx, fy, fz):
distributed_load = DistributedLoad(self.parent.frames[frame], fx, fy,
fz)
Collection.add(self, distributed_load)
return distributed_load
def add(self, node, ux, uy, uz, rx, ry, rz):
support = Support(self.parent.nodes[node], ux, uy, uz, rx, ry, rz)
Collection.add(self, support)
return support
def add(self, label):
load_pattern = LoadPattern(label, self.parent)
Collection.add(self, load_pattern)
return load_pattern
def add(self, label, node_i, node_j, section):
frame = Frame(label, self.parent.nodes[node_i], self.parent.nodes[node_j], self.parent.sections[section])
Collection.add(self, frame)
return frame
def add(self, label, node_i, node_j, section):
truss = Truss(label, self.parent.nodes[node_i], self.parent.nodes[node_j], self.parent.sections[section])
Collection.add(self, truss)
return truss
def add(self, label, x, y, z):
node = Node(label, x, y, z)
Collection.add(self, node)
return node
def add(self, label, material, area, inertia_y, inertia_z, torsion_constant):
section = Section(label, self.parent.materials[material], area, inertia_y, inertia_z, torsion_constant)
Collection.add(self, section)
return section
def add(self, label, modulus_elasticity, modulus_elasticity_shear):
material = Material(label, modulus_elasticity, modulus_elasticity_shear)
Collection.add(self, material)
return material