Q. 5 Determine the moments MBD, MDB, MDC, and MDE. EI is constant. 200 KN B 20 kN/m 5m 5 m -15 m- D C 200 KN 5 m I constant 10 m- -15 m- Ε' Fixed Q.5
Q. 5 Determine the moments MBD, MDB, MDC, and MDE. EI is constant. 200 KN B 20 kN/m 5m 5 m -15 m- D C 200 KN 5 m I constant 10 m- -15 m- Ε' Fixed Q.5
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
using smethod of slope defelction
![Q. 5 Determine the moments MBD, MDB, MDc, and MDE. EI is constant.
200 kN
A
B
20 kN/m
5 m
5 m
↓
-15 m-
D
C
200 KN
5m
I constant
10 m-
-15 m
EU
Fixed
Q.5](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F30cb04ec-2ddd-4d95-9ea2-7ca078ab1f6a%2Fc3265245-122f-4ea2-b756-9b5948431fcf%2F1f024kp_processed.png&w=3840&q=75)
Transcribed Image Text:Q. 5 Determine the moments MBD, MDB, MDc, and MDE. EI is constant.
200 kN
A
B
20 kN/m
5 m
5 m
↓
-15 m-
D
C
200 KN
5m
I constant
10 m-
-15 m
EU
Fixed
Q.5
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Step 1: Introduce the problem statement
VIEWStep 2: Determine fixed end moment
VIEWStep 3: Formulate slope deflection equations
VIEWStep 4: Formulate slope deflection equations
VIEWStep 5: List equilibrium equations
VIEWStep 6: Compute joint displacements
VIEWStep 7: Compute support moments
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Follow-up Question
Should the moment at ED be 256.95? and i am not seeing you calculate that moment at E
![FX=200.00
FX=-64.19
FZ=147.64
*
pZ=-20.00
FX=0.54
FZ-295:17
FZ=-200.00
F
FX=-136.35
FZ=57.20
MY=256.95](https://content.bartleby.com/qna-images/question/30cb04ec-2ddd-4d95-9ea2-7ca078ab1f6a/aa85ac3c-9707-45ba-b7b0-4e5ddca30618/g0gv2fn_thumbnail.jpeg)
Transcribed Image Text:FX=200.00
FX=-64.19
FZ=147.64
*
pZ=-20.00
FX=0.54
FZ-295:17
FZ=-200.00
F
FX=-136.35
FZ=57.20
MY=256.95
Solution
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