3. Reaction at A, RA in kN. 4. Moment at A, MA in kN-m 5. Reaction at D, RD in kN 6. Moment at D, MD in kN-m
3. Reaction at A, RA in kN. 4. Moment at A, MA in kN-m 5. Reaction at D, RD in kN 6. Moment at D, MD in kN-m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![The continuous beam shown in the figure is fixed at both
ends A and D, and supported by rollers at B and C. Assume I
800 x 106 mm and E = 70,000 MPa.
%3D
W1
BO
C
8m
8 m
4 m
4 m
W1 (kN/m)
F (kN)
s (mm)
20
60
25
If there is a settlement of S at the support C, solve the
following using slope deflection method:
3. Reaction at A, RA in kN.
4. Moment at A, MA in kN-m
5. Reaction at D, RD in kN
6. Moment at D, MD in kN-m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F505d3a2d-6cc3-4ea7-8e87-29cbebc65448%2F998000bb-f438-4d48-8cdc-4fc3a2d9e865%2Fqxnv81_processed.png&w=3840&q=75)
Transcribed Image Text:The continuous beam shown in the figure is fixed at both
ends A and D, and supported by rollers at B and C. Assume I
800 x 106 mm and E = 70,000 MPa.
%3D
W1
BO
C
8m
8 m
4 m
4 m
W1 (kN/m)
F (kN)
s (mm)
20
60
25
If there is a settlement of S at the support C, solve the
following using slope deflection method:
3. Reaction at A, RA in kN.
4. Moment at A, MA in kN-m
5. Reaction at D, RD in kN
6. Moment at D, MD in kN-m
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