Canguro.Analysis.LineStressCalculator.getForcesDiagram C# (CSharp) Метод

        public void getForcesDiagram(AbstractCase ac, LineElement line, LineForceComponent component, float[,] controlPoints, out float fI, out float fJ)
        {
            Vector3 vI, vJ;
            switch (component)
            {
                case LineForceComponent.Axial:
                case LineForceComponent.Shear22:
                case LineForceComponent.Shear33:
                    vI = new Vector3(model.Results.ElementJointForces[line.Id, 0, 0],
                                     model.Results.ElementJointForces[line.Id, 0, 1],
                                     model.Results.ElementJointForces[line.Id, 0, 2]);
                    vJ = new Vector3(model.Results.ElementJointForces[line.Id, 1, 0],
                                     model.Results.ElementJointForces[line.Id, 1, 1],
                                     model.Results.ElementJointForces[line.Id, 1, 2]);
                    break;
                default:
                    vI = new Vector3(model.Results.ElementJointForces[line.Id, 0, 3],
                                     model.Results.ElementJointForces[line.Id, 0, 4],
                                     model.Results.ElementJointForces[line.Id, 0, 5]);
                    vJ = new Vector3(model.Results.ElementJointForces[line.Id, 1, 3],
                                     model.Results.ElementJointForces[line.Id, 1, 4],
                                     model.Results.ElementJointForces[line.Id, 1, 5]);
                    break;
            }

            // Transform to the line's local coordinate system
            // From the global system
            // (WARNING: This is supposed to come in the joint's local coordinate system)
            vI = toLocal(line, vI);
            vJ = toLocal(line, vJ);

            switch (component)
            {
                case LineForceComponent.Axial:
                case LineForceComponent.Torsion:
                    fI = vI.X;
                    fJ = vJ.X;
                    break;
                case LineForceComponent.Shear22:
                case LineForceComponent.Moment22:
                    fI = vI.Y;
                    fJ = vJ.Y;
                    break;
                default:
                    fI = vI.Z;
                    fJ = vJ.Z;
                    break;
            }

            //float fI = model.Results.ElementJointForces[line.Id, 0, (int)component];
            //float fJ = model.Results.ElementJointForces[line.Id, 1, (int)component];

            // Add Isostatic curves if there's a load on the LineElement
            addToShearMomentDiagram(ac, line, controlPoints, component, 1f);
        }