MCQOPTIONS
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MCQOPTIONS
This section includes 10 Mcqs, each offering curated multiple-choice questions to sharpen your Finite Element Method knowledge and support exam preparation. Choose a topic below to get started.
| 1. |
Which technique do traditional workloads use? |
| A. | Scale out technique |
| B. | Scale up technique |
| C. | Building technique |
| D. | Shrinking technique |
| Answer» C. Building technique | |
| 2. |
What is the Global stiffness method called? |
| A. | Multiple matrix |
| B. | Direct stiffness matrix |
| C. | Unique matrix |
| D. | Vector matrix |
| Answer» C. Unique matrix | |
| 3. |
By element stiffness matrix we can get relation of members in an object in _____ |
| A. | Different matrices |
| B. | One matrix |
| C. | Identity matrix |
| D. | Singular matrix |
| Answer» C. Identity matrix | |
| 4. |
We can obtain same assembly procedure by Stiffness matrix method and _______ |
| A. | Potential energy method |
| B. | Rayleigh method |
| C. | Galerkin approach |
| D. | Vector method |
| Answer» D. Vector method | |
| 5. |
The points at where kinetic energy increases dramatically then those points are called _______ |
| A. | Stable equilibrium points |
| B. | Unstable equilibrium points |
| C. | Equilibrium points |
| D. | Unique points |
| Answer» C. Equilibrium points | |
| 6. |
Principal of minimum potential energy follows directly from the principal of ________ |
| A. | Elastic energy |
| B. | Virtual work energy |
| C. | Kinetic energy |
| D. | Potential energy |
| Answer» C. Kinetic energy | |
| 7. |
From where does the global load vector F is assembled? |
| A. | Element force vectors only |
| B. | Point loads only |
| C. | Both element force vectors and point loads |
| D. | Undefined |
| Answer» D. Undefined | |
| 8. |
What is the actual equation of stiffness matrix? |
| A. | K= ( begin{bmatrix}1 & -1 -1 & 1 end{bmatrix} ) |
| B. | K= ( frac{AE}{l} begin{bmatrix}1 -1 end{bmatrix} ) |
| C. | K= ( frac{AE}{l} ) |
| D. | K= ( frac{AE}{l} begin{bmatrix}1 & -1 -1 & 1 end{bmatrix} ) |
| Answer» E. | |
| 9. |
What is the Strain energy equation? |
| A. | U<sub>e</sub>= ( frac{1}{2} )q<sup>T</sup>k<sup>e</sup>q |
| B. | U<sub>e</sub>= ( frac{1}{2} )q<sup>e</sup>k<sup>e</sup>q |
| C. | U<sub>e</sub>= ( frac{1}{2} )qk<sup>e</sup> |
| D. | U<sub>e</sub>= ( frac{1}{2} )q<sup>T</sup>k<sup>e</sup> |
| Answer» B. U<sub>e</sub>= ( frac{1}{2} )q<sup>e</sup>k<sup>e</sup>q | |
| 10. |
How is Assembly of stiffness matrix symbolically denoted? |
| A. | K={k}<sup>e</sup> |
| B. | K <sub>e</sub>K<sup>e</sup> |
| C. | K K<sup>e</sup> |
| D. | Undefined |
| Answer» C. K K<sup>e</sup> | |