Q6. Determine the reactions and draw the shear and bending moment diagrams for the structures shown below using the method of consistent deformations. E = constant 3 k/ft 20 ft- 21 D B- A 15 ft E 15 k 10 ft 5 ft I
Q6. Determine the reactions and draw the shear and bending moment diagrams for the structures shown below using the method of consistent deformations. E = constant 3 k/ft 20 ft- 21 D B- A 15 ft E 15 k 10 ft 5 ft I
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q6. Determine the reactions and draw the shear and bending moment diagrams for the
structures shown below using the method of consistent deformations.
E = constant
3 k/ft
-20 ft-
21
D
B
A
5 ft
E
15 k
10 ft
+
5 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa938862c-7654-4a1d-9e90-c721ce5e2a13%2F62222ef6-79e2-4c5f-a9c3-2d63b895750d%2Fudn2q6h_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q6. Determine the reactions and draw the shear and bending moment diagrams for the
structures shown below using the method of consistent deformations.
E = constant
3 k/ft
-20 ft-
21
D
B
A
5 ft
E
15 k
10 ft
+
5 ft
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Step 1: Introduce the problem statement
VIEWStep 2: Determine static indeterminacy
VIEWStep 3: Support reactions for released structure subjected to
VIEWStep 4: Apply consistent deformation method
VIEWStep 5: Determine redundant
VIEWStep 6: Compute support reactions
VIEWStep 7: Shear force diagram
VIEWStep 8: Bending moment diagram
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