MCQOPTIONS
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MCQOPTIONS
This section includes 8 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. |
In a 3D axisymmetric solid, because of symmetry about the longitudinal axis, the stresses do not vary along ___ coordinate. |
| A. | x |
| B. | y |
| C. | z |
| D. | |
| Answer» E. | |
| 2. |
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element the area=10units, the value of i from the standard relation i+ iX+ iY=(2/3)*Area where X= xi, Y= yi is ___ |
| A. | 0 |
| B. | 10 |
| C. | 20 |
| D. | 30 |
| Answer» B. 10 | |
| 3. |
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element the area=10units, the value of i from the standard relation i+ iX+ iY=(2/3)*Area where X= xi, Y= yi is ___ |
| A. | 10 |
| B. | 20 |
| C. | 30 |
| D. | 40 |
| Answer» C. 30 | |
| 4. |
For a linear triangular element with (xi, yi) as the coordinates of the ith node of the element, which option denotes twice the Area of the triangle? |
| A. | (x1y2 x2y1) + (x2y3 x3y2) + (x3y1 x1y3) |
| B. | (x1y2 x3y1) + (x2y3 x1y2) + (x3y1 x2y3) |
| C. | (x1y2 x2y1) + (x2y3 x3y2) |
| D. | (x1y1 x2y2) + (x2y2 x3y3) + (x3y3 x1y1) |
| Answer» B. (x1y2 x3y1) + (x2y3 x1y2) + (x3y1 x2y3) | |
| 5. |
In a static structural type Boundary Value Problem, at any hinged support, How many non-zero Degrees Of Freedom exist? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» C. 2 | |
| 6. |
In a static structural type Boundary Value Problem, at any roller support, How many non-zero Degrees Of Freedom exist? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» D. 3 | |
| 7. |
In a static structural type Boundary Value Problem, at any fixed support, How many non-zero Degrees Of Freedom exist? |
| A. | 0 |
| B. | 1 |
| C. | 2 |
| D. | 3 |
| Answer» B. 1 | |
| 8. |
In a solid of revolution, if the geometry, support conditions, loads, and material properties are all symmetric about the axis and are independent of , then the problem can be treated as a ____ |
| A. | two-dimensional one |
| B. | one-dimensional one |
| C. | three-dimensional one |
| D. | plane strain |
| Answer» B. one-dimensional one | |