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This section includes 8 Mcqs, each offering curated multiple-choice questions to sharpen your Structural Analysis knowledge and support exam preparation. Choose a topic below to get started.
1. |
Method of the section can always be used to calculate the force in any members. |
A. | True |
B. | False |
Answer» C. | |
2. |
Find the Force in member DG. |
A. | W (Tensile) |
B. | W (Compressive) |
C. | 0 |
D. | W/2 (Compressiv |
E. | W (Compressive)c) 0d) W/2 (Compressive) |
Answer» C. 0 | |
3. |
What is the force in member EH? |
A. | 0 |
B. | W ( Compressive) |
C. | W ( Tension ) |
D. | W/2 (Compressiv |
E. | W ( Tension )d) W/2 (Compressive) |
Answer» B. W ( Compressive) | |
4. |
What is the force in member FG? |
A. | 0 |
B. | W/2 (Tension) |
C. | W/2 (Compression) |
D. | W (Compressiv |
Answer» C. W/2 (Compression) | |
5. |
What is the force in member CD? |
A. | 0 |
B. | W (Compressive) |
C. | W (Tensile) |
D. | W/2 (Compressiv |
E. | W (Tensile)d) W/2 (Compressive) |
Answer» C. W (Tensile) | |
6. |
What is the force in member CG? |
A. | 0 |
B. | W |
C. | W/2 |
D. | W/√2 |
Answer» E. | |
7. |
To find the forces in the vertical member, preferable equilibrium equations are __________ |
A. | ∑H = 0 & ∑M =0 |
B. | ∑H = 0 & ∑V = 0 |
C. | ∑H = 0, ∑V = 0 & ∑M = 0 |
D. | ∑V = 0 & ∑M = 0 |
Answer» E. | |
8. |
Method of the section for determinate truss analysis is time effective. |
A. | True |
B. | False |
Answer» B. False | |