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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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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
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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