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please refer to the example below 1. What is the relative stiffness of span AB, KAB? a. 0.375 I b. 0.125 I c. 2.667 I d. 0.250 I 2. What is the relative stiffness of span BC, KBC? a. 0.250 I b. 0.125 I c. 4.0 I d. 0.375 I 3. What is the distribution factor at point A for span AB, DFA? a. 1.0 b. 0.0 c. 0.6 d. 0.4 4. What is the distribution factor at point B for span AB, DFB1? a. 0.6 b. 0.4 c. 1.0 d. 0.0   5. What is the distribution factor at point B for span BC, DFB2? a. 0.4 b. 0.6 c. 1.0 d. 0.0   6. What is the distribution factor at point C for span BC, DFC? a. 0.0 b. 1.0 c. 0.6 d. 0.4

please refer to the example below 1. What is the relative stiffness of span AB, KAB? a. 0.375 I b. 0.125 I c. 2.667 I d. 0.250 I 2. What is the relative stiffness of span BC, KBC? a. 0.250 I b. 0.125 I c. 4.0 I d. 0.375 I 3. What is the distribution factor at point A for span AB, DFA? a. 1.0 b. 0.0 c. 0.6 d. 0.4 4. What is the distribution factor at point B for span AB, DFB1? a. 0.6 b. 0.4 c. 1.0 d. 0.0   5. What is the distribution factor at point B for span BC, DFB2? a. 0.4 b. 0.6 c. 1.0 d. 0.0   6. What is the distribution factor at point C for span BC, DFC? a. 0.0 b. 1.0 c. 0.6 d. 0.4

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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please refer to the example below

1. What is the relative stiffness of span AB, KAB?

a. 0.375 I

b. 0.125 I

c. 2.667 I

d. 0.250 I

2. What is the relative stiffness of span BC, KBC?

a. 0.250 I

b. 0.125 I

c. 4.0 I

d. 0.375 I

3. What is the distribution factor at point A for span AB, DFA?

a. 1.0

b. 0.0

c. 0.6

d. 0.4

4. What is the distribution factor at point B for span AB, DFB1?

a. 0.6

b. 0.4

c. 1.0

d. 0.0

 

5. What is the distribution factor at point B for span BC, DFB2?

a. 0.4

b. 0.6

c. 1.0

d. 0.0

 

6. What is the distribution factor at point C for span BC, DFC?

a. 0.0

b. 1.0

c. 0.6

d. 0.4

I. Analyze the continuous beam using Moment Distribution (maintain at least 3 decimal places) A A w = 5 KN/m K DF 3. FEM 7. DEM 11. COM 4.0 DEM 16. 0.0 3I 8 m jxx B 4 m Complete the Moment Distribution Table 1. 21 P = 40 KN 8 m 4. 8. 12. 14. 17. 19. C B 5. 9. 13. 0.0 18. 20. 2. 6. 10. 15. 21. 0.0 0.0 C
Transcribed Image Text:I. Analyze the continuous beam using Moment Distribution (maintain at least 3 decimal places) A A w = 5 KN/m K DF 3. FEM 7. DEM 11. COM 4.0 DEM 16. 0.0 3I 8 m jxx B 4 m Complete the Moment Distribution Table 1. 21 P = 40 KN 8 m 4. 8. 12. 14. 17. 19. C B 5. 9. 13. 0.0 18. 20. 2. 6. 10. 15. 21. 0.0 0.0 C
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