Question 1
A ductile steel bracket is evaluated with a linear static study. Which result comparison is most appropriate for assessing yielding risk?
Show answer & explanation
Correct answer: A - Compare Von Mises stress with yield strength
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The CSWE-S exam has 40 questions and runs 3 hours.
These 10 free CSWE-S questions are organized by exam domain, so you can see how each part of the Certified SOLIDWORKS Expert - Simulation blueprint is tested. Reveal the answer and explanation under each question.
A ductile steel bracket is evaluated with a linear static study. Which result comparison is most appropriate for assessing yielding risk?
Correct answer: A - Compare Von Mises stress with yield strength
Two parts should transfer compression but separate when unloaded. Which contact definition best matches this behavior?
Correct answer: B - No penetration contact
A bolted joint analysis must report the load carried by each fastener. Which result is most direct?
Correct answer: A - Connector force
A thin enclosure requires efficient bending analysis. Which modeling approach is generally appropriate?
Correct answer: A - Shell elements with thickness definition
A long uniform component has constant cross-section and loading along its length. Which technique can reduce model size?
Correct answer: A - 2D simplification
A refined mesh gives peak stresses of 118, 119, and 119.5 MPa. What is the best conclusion?
Correct answer: A - Results are approaching convergence
A part heats over a 30-minute cycle and temperatures are needed throughout the cycle. Which study applies?
Correct answer: B - Transient thermal
A heated component is constrained and develops high stress. What is the primary cause?
Correct answer: A - Restricted thermal expansion
A machine operates near its support structure's natural frequency. Which result is most relevant?
Correct answer: A - Natural frequencies and mode shapes
A linear buckling study reports a load factor of 1.8. What does this indicate?
Correct answer: A - Predicted buckling load is about 1.8 times reference load
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