PracticeVideosBlogFlashcardsEspañol
All Practice Exams

100+ Free CSWP-S Practice Questions

Prepare for the SOLIDWORKS Simulation Professional (CSWP-S) Certification Exam exam with instant access — no signup required.

✓ No registration✓ No credit card✓ No hidden fees✓ Start practicing immediately
Not published Pass Rate
100+ Questions
100% Free

Loading practice questions...

Same family resources

Explore More SOLIDWORKS Certifications

Continue into nearby exams from the same family. Each card keeps practice questions, study guides, flashcards, videos, and articles in one place.

CSWA: Certified SOLIDWORKS Associate

Practice QuestionsStudy Guide

CSWE: Certified SOLIDWORKS Expert

Practice Questions

CSWP-CAM: Certified SOLIDWORKS Professional — CAM

Practice Questions

CSWP-MBD: Certified SOLIDWORKS Professional — Model Based Design

Practice Questions

CSWP: Certified SOLIDWORKS Professional

Practice Questions

CSWPA-DT: Certified SOLIDWORKS Professional Advanced — Drawing Tools

Practice Questions
2026 Statistics

Key Facts: CSWP-S Exam

Mixed

Question Format (MCQ, hand calc, hands-on)

SOLIDWORKS Certification

4 physics

Static, Frequency, Buckling, Thermal

SOLIDWORKS Certification

14 days

Minimum Retake Waiting Period

SOLIDWORKS Certification

CSWP

Recommended Prerequisite

SOLIDWORKS Certification

Professional

Certification Level

SOLIDWORKS Certification

100

Free Practice Questions

OpenExamPrep

CSWP-S is the SOLIDWORKS Simulation Professional certification, a proctored hands-on FEA exam that mixes multiple-choice theory, hand calculations, and live simulation challenges. It covers linear static (perturbation), frequency and modal, buckling, and thermal analysis, plus meshing and convergence, loads, fixtures, contacts, connectors, materials, and results interpretation. A minimum 14-day waiting period applies between attempts.

Sample CSWP-S Practice Questions

Try these sample questions to test your CSWP-S exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1In SOLIDWORKS Simulation, a linear static study assumes which of the following about the relationship between applied loads and the resulting response?
A.Load and response are linearly proportional, with small displacements and material remaining elastic
B.Load and response are governed by a time-dependent equation of motion
C.Stiffness changes continuously as the load is applied
D.Material yields and the analysis tracks plastic flow
Explanation: A linear static study assumes a linear (proportional) relationship between loads and response, requiring small displacements, a constant stiffness matrix, and material that stays within the linear-elastic range. Doubling the load doubles the stress and displacement.
2In SOLIDWORKS Simulation, what does the von Mises stress represent and why is it used to assess yielding in ductile metals?
A.The largest principal stress acting at a point
B.A scalar equivalent stress derived from the stress tensor that is compared to the yield strength
C.The hydrostatic (volumetric) component of the stress tensor
D.The shear stress on the plane of maximum shear
Explanation: Von Mises stress is a single scalar equivalent stress computed from the deviatoric components of the stress tensor (the distortion-energy theory). For ductile materials, yielding is predicted when von Mises stress reaches the material yield strength, making it the default factor-of-safety criterion.
3A SOLIDWORKS Simulation static study reports a Factor of Safety (FoS) plot showing a minimum value of 0.8. What does this indicate?
A.The model is twice as strong as required at that location
B.The mesh has failed to converge in that region
C.The model is predicted to fail because the stress exceeds the chosen failure limit at that location
D.The model has a rigid body mode that must be restrained
Explanation: Factor of Safety is the ratio of the material limit (e.g., yield strength) to the computed equivalent stress. A FoS less than 1.0 means the stress exceeds the failure limit, so the design is predicted to fail at that location and needs strengthening or load reduction.
4In SOLIDWORKS Simulation, which factor-of-safety criterion is the recommended default for assessing yielding in ductile materials such as steel and aluminum?
A.Maximum Normal Stress (Coulomb-Mohr brittle)
B.Mohr-Coulomb Stress
C.Maximum Shear Stress with a multiplier of 2.0
D.Maximum von Mises Stress (distortion energy)
Explanation: For ductile metals, SOLIDWORKS Simulation defaults to the Maximum von Mises Stress criterion (distortion-energy theory), which correlates well with experimental yielding of ductile materials. The other criteria are intended for brittle or geologic materials.
5When meshing a model in SOLIDWORKS Simulation with high-quality (second-order) solid elements, how many nodes does each tetrahedral element contain?
A.10 nodes (4 corner plus 6 mid-side)
B.4 nodes (corners only)
C.8 nodes (corners only)
D.20 nodes
Explanation: A high-quality solid tetrahedral element is a second-order (parabolic) element with 10 nodes: 4 at the corners and 6 at the mid-points of the edges. The mid-side nodes let element edges and faces curve, improving accuracy on curved geometry compared to draft-quality linear elements.
6In a SOLIDWORKS Simulation mesh convergence study, why does peak stress at a stress concentration typically converge more slowly than displacement as the mesh is refined?
A.Displacement is calculated after stress, so it inherits accumulated error
B.Stress is derived from displacement gradients (derivatives), so it needs a finer mesh to capture accurately
C.Stress uses linear elements while displacement uses parabolic elements
D.The solver caps the number of stress iterations but not displacement iterations
Explanation: The finite element method solves primarily for nodal displacements; stress is computed from the spatial derivatives (gradients) of those displacements. Because differentiation amplifies discretization error, stress at concentrations converges more slowly than displacement and requires a finer local mesh to stabilize.
7Which adaptive method in SOLIDWORKS Simulation automatically refines the mesh by reducing element size in regions of high strain-energy error?
A.p-adaptive method
B.Curvature-based mesh only
C.h-adaptive method
D.Mesh control by component
Explanation: The h-adaptive method automatically reduces element size (the characteristic dimension 'h') in regions where the strain-energy-norm error is high, then re-solves until a target accuracy is reached. It is available only for solid meshes in static studies.
8The p-adaptive method in SOLIDWORKS Simulation improves accuracy by doing what to the mesh elements?
A.Splitting each element into smaller elements
B.Converting tetrahedral elements into hexahedral elements
C.Merging adjacent elements to reduce solve time
D.Increasing the polynomial order of the element shape functions while keeping element size fixed
Explanation: The p-adaptive method raises the polynomial order (the 'p' value) of the element interpolation functions, up to fifth order, while the mesh geometry stays the same. Higher-order polynomials represent the displacement field more accurately in high-error regions without changing element size.
9In SOLIDWORKS Simulation, which mesh quality metric measures the ratio of the longest to shortest characteristic dimension of an element, with values near 1.0 being ideal?
A.Aspect ratio
B.Jacobian ratio
C.Element order
D.Mesh density
Explanation: The aspect ratio compares the longest edge of an element to its shortest characteristic dimension. An ideal tetrahedron has an aspect ratio near 1.0; highly elongated (high-aspect-ratio) elements degrade accuracy, especially for stress, so SOLIDWORKS flags them in the mesh quality plot.
10A SOLIDWORKS Simulation static study of an unconstrained part fails with a message about insufficient fixtures or rigid body motion. What is the underlying cause?
A.The mesh contains too many high-quality elements
B.The model is not adequately restrained, so the stiffness matrix is singular and cannot be solved
C.The applied load magnitude exceeds the material yield strength
D.Contact sets were defined as bonded instead of no penetration
Explanation: A linear static solve requires the model to be fully restrained against all rigid body motion. Without enough fixtures, the global stiffness matrix is singular (it has zero-energy rigid body modes) and the solver cannot invert it, producing the rigid-body-motion error.

About the CSWP-S Exam

The SOLIDWORKS Simulation Professional (CSWP-S) certification validates a user's ability to set up, run, and interpret finite element analyses in SOLIDWORKS Simulation. It combines multiple-choice theory, hand calculations, and hands-on challenges across linear static, frequency, buckling, and thermal studies, with strong emphasis on meshing, convergence, boundary conditions, materials, and results interpretation.

Assessment

A mix of multiple-choice questions on FEA and SOLIDWORKS Simulation theory, hand calculations, and hands-on simulation challenges delivered in timed segments

Time Limit

Timed segments; SOLIDWORKS does not publish a single total exam duration on the certification page.

Passing Score

Each timed segment has its own passing score; SOLIDWORKS does not publish a single overall percentage.

Exam Fee

Not published as a single fixed amount on the official certification page; confirm through the SOLIDWORKS certification portal or a reseller. (Dassault Systemes SOLIDWORKS)

CSWP-S Exam Content Outline

20%

Linear Static Analysis

Linear static (perturbation) assumptions, Hooke's law, stress and displacement results, von Mises and principal stress, yield criteria, and factor of safety.

13%

Frequency & Modal Analysis

Natural frequencies, mode shapes, the six rigid body modes, stress stiffening and preload effects, mass participation, and resonance assessment.

12%

Buckling Analysis

Eigenvalue buckling, buckling load factor interpretation including negative and sub-unity values, critical modes, and linear-buckling limitations.

14%

Thermal Analysis

Conduction, convection, and radiation boundary conditions, steady-state versus transient studies, and the thermal stress workflow with reference temperature.

18%

Meshing & Convergence

Solid, shell, and beam elements, draft versus high-quality tetrahedra, h- and p-adaptive methods, aspect ratio and Jacobian quality, singularities, and convergence.

13%

Loads, Fixtures & Contacts

Fixtures and symmetry, force versus pressure, gravity and centrifugal loads, bonded, no penetration and shrink fit contacts, and bolt, pin, spring, and bearing connectors.

10%

Materials & Results Interpretation

Isotropic and orthotropic material models, elastic constants, thermal expansion, and interpreting stress, displacement, strain, reaction forces, and factor of safety.

How to Pass the CSWP-S Exam

What You Need to Know

  • Passing score: Each timed segment has its own passing score; SOLIDWORKS does not publish a single overall percentage.
  • Assessment: A mix of multiple-choice questions on FEA and SOLIDWORKS Simulation theory, hand calculations, and hands-on simulation challenges delivered in timed segments
  • Time limit: Timed segments; SOLIDWORKS does not publish a single total exam duration on the certification page.
  • Exam fee: Not published as a single fixed amount on the official certification page; confirm through the SOLIDWORKS certification portal or a reseller.

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

CSWP-S Study Tips from Top Performers

1Anchor your study in the four physics types the exam emphasizes: linear static, frequency, buckling, and thermal.
2Practice interpreting von Mises stress, factor of safety, and resultant displacement, and know which criterion fits ductile versus brittle materials.
3Be able to distinguish a real, converging stress concentration from a non-converging singularity at sharp corners or point loads.
4Memorize how buckling load factor values are read, including values between 0 and 1 and negative factors.
5Review meshing fundamentals: draft versus high-quality elements, h- and p-adaptive methods, aspect ratio, and Jacobian quality.

Frequently Asked Questions

What is the CSWP-Simulation (CSWP-S) certification?

CSWP-S is the SOLIDWORKS Simulation Professional certification from Dassault Systemes SOLIDWORKS. It validates a user's ability to set up, run, and interpret finite element analyses, including linear static, frequency, buckling, and thermal studies.

What format is the CSWP-Simulation exam?

The exam combines multiple-choice questions on FEA and SOLIDWORKS Simulation theory, hand calculations, and hands-on simulation challenges. It is a proctored, performance-based exam rather than a single fixed multiple-choice test.

What are the prerequisites for CSWP-S?

SOLIDWORKS recommends candidates already hold the CSWP and have hands-on experience with SOLIDWORKS Simulation Professional, which is needed for the live challenge portion of the exam.

What topics does the exam cover?

The exam covers linear static (perturbation) analysis, frequency and modal analysis, buckling, thermal heat transfer, meshing and convergence, material models, loads, fixtures, contacts and connectors, and results interpretation.

Is there a waiting period to retake the exam?

Yes. SOLIDWORKS applies a minimum 14-day waiting period between attempts of the CSWP-Simulation exam.

Which content area is weighted most heavily in this practice set?

This practice bank weights Linear Static Analysis most heavily, followed by Meshing and Convergence, reflecting how central stress, displacement, factor of safety, and mesh quality are to the exam.