| Ideal Level | Standard Level | Unacceptable Level |
Achievement 1 | Can explain the definition and theorem of the various quantities of planar shapes, and can calculate the various quantities of them, and can apply them to intensity design. | Can explain the definition and theorem of the various quantities of planar shapes, and can calculate the various quantities of them. | Cannot explain the definition and theorem of the various quantities of planar shapes, and cannot calculate the various quantities of planar shapes. |
Achievement 2 | Can explain the relationship between internal forces and stresses for axes, straight beams, and combinatorial beams, and can derive various formulae related to these and can apply to special conditions. | Can explain the relationship between internal forces and stresses for axes, straight beams, and combinatorial beams, and can derive various formulations on them. | Cannot explain the relationship between internal forces and stresses for axes, straight beams, and combinatorial beams, and cannot derive the various formulae related to these. |
Achievement 3 | Can explain the distribution of stresses in the virtual section of a curved beam, and can calculate stresses and deflections. | Can calculate the stresses and deflections that occur in a curved beam. | Cannot calculate the stresses and deflections that occur in a curved beam. |
| Can derive displacement-strain equations and their coordinate transformation equations, and can apply them to simple problems. | Can apply displacement-strain equations and their coordinate transformation equations to simple problems. | Cannot apply displacement-strain equations and their coordinate transformation equations cannot be applied to a simple problem. |
| Can explain the basic solution and boundary conditions for spherical and axisymmetric problems, and can calculate stresses and deformations. | Can calculate stresses and deformations in spherical and axisymmetric problems. | Cannot calculate stress and deformation for spherical and axisymmetric problems. |
| Can explain the configuration of the problem from the unknown functions in a multi-axis stress state and the equations that relate them, and can convert coordinates between a right-angle coordinate system and polar coordinates. | Can explain the basic formula for a multi-axial stress condition. | Cannot explain the basic formula for a multi-axial stress condition. |
| Can discuss material dynamics issues with others based on logical thinking and summarize opinions of the group. | Can discuss material dynamics issues with others based on logical thinking. | Cannot discuss material dynamics issues with others based on logical thinking. |