TEOSTRC Q 4A I. Analyze the continuous beam using Moment Distribution (maintain at least 3 decimal places) A Paragraph K DF 3. FEM 7. DEM 11. COM 4.0 DEM 16. 0.0 w=5 KN/m 31 B 8m 4m Complete the Moment Distribution Table 21 P = 40 KN 8m 4. 8. 12. 14. 17. 19. What is the relative stiffness of span AB, KAB? 0.375 1 0.125 I 2.667 I B 5. 9. 13. 0.0 18. 20. 2. 6. 10. 15. 21. 0.0 0.0 с
TEOSTRC Q 4A I. Analyze the continuous beam using Moment Distribution (maintain at least 3 decimal places) A Paragraph K DF 3. FEM 7. DEM 11. COM 4.0 DEM 16. 0.0 w=5 KN/m 31 B 8m 4m Complete the Moment Distribution Table 21 P = 40 KN 8m 4. 8. 12. 14. 17. 19. What is the relative stiffness of span AB, KAB? 0.375 1 0.125 I 2.667 I B 5. 9. 13. 0.0 18. 20. 2. 6. 10. 15. 21. 0.0 0.0 с
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1. What is the support reaction at point A, RA?
15.0 KN
20.0 KN
17.0 KN
28.0 KN
2. What is the support reaction at point B, RB?
44.667 KN
40.0 KN
48.833 KN
33.667 KN
3. What is the support reaction at point C, RC?
20.333 KN
20.0 KN
14.167 KN
18.333 KN
4. For item #3. What is the moment due to the reaction force at point A?
350.0 KN-m
612.5 KN-m
200.0 KN-m
700.0 KN-m
5. For item #4. What is the moment due to the adjusted line load?
–306.25 KN-m
–100.0 KN-m
–625.0 KN-m
–98.875 KN-m
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