PLEASE ANSWER ALL THE QUESTIONS BELOW. SHOW COMPLETE SOLUTION AND ANSWER ACCURATELY. REFER TO THE GIVEN VALUES IN THE FIGURE. I WILL GIVE A DOWN VOTE TO WRONG ANSWER. I WILL RATE ASAP. THANK YOU!  The indeterminate continuous beam below is loaded with gravity loads as shown. Using MOMENT DISTRIBUTION METHOD, compute for the following due to applied loads. Show complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments, and total joint moment for each member. Use up to Bal5. - Distribution Factor at joint C of member CB. DFCB - Fixed end moment at joint C of member CD in kN-m. Indicate negative sign if counter-clockwise. FEMCD - Moment at support A in kN-m. Indicate negative sign if counter-clockwise. MA - Moment at joint D of member DC in kN-m. Indicate negative sign if counter-clockwise. MDC - Vertical support reaction Rb in kN. Indicate negative sign if downward. Rb

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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 PLEASE ANSWER ALL THE QUESTIONS BELOW. SHOW COMPLETE SOLUTION AND ANSWER ACCURATELY. REFER TO THE GIVEN VALUES IN THE FIGURE. I WILL GIVE A DOWN VOTE TO WRONG ANSWER. I WILL RATE ASAP. THANK YOU! 

The indeterminate continuous beam below is loaded with gravity loads as shown. Using MOMENT DISTRIBUTION METHOD, compute for the following due to applied loads. Show complete solution from the computation of distribution factor, fixed end moments, balancing, unbalanced moments, and total joint moment for each member. Use up to Bal5.

- Distribution Factor at joint C of member CB. DFCB

- Fixed end moment at joint C of member CD in kN-m. Indicate negative sign if counter-clockwise. FEMCD

- Moment at support A in kN-m. Indicate negative sign if counter-clockwise. MA

- Moment at joint D of member DC in kN-m. Indicate negative sign if counter-clockwise. MDC

- Vertical support reaction Rb in kN. Indicate negative sign if downward. Rb

2.6m
31
30 kN
4m
B
I
4.9m
-3.2m
49 kN/m
C
I
5m
Use E = 200 GPa
D
21
2.6m
47 kN/m
ΔΕ
wwwwwwww
Transcribed Image Text:2.6m 31 30 kN 4m B I 4.9m -3.2m 49 kN/m C I 5m Use E = 200 GPa D 21 2.6m 47 kN/m ΔΕ wwwwwwww
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