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. F W1 BO C D 8 m 8 m 4 m 4 m w1 (kN/m) | F (kN) S (mm) Set A (1,2,3,4,5) B (6,7,8,9,0) 20 60 25 25 50 15 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. (10 pts)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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.
F
W1
BO
C
D
8 m
8 m
4 m
4 m
w1 (kN/m) | F (kN)
S (mm)
Set
A (1,2,3,4,5)
B (6,7,8,9,0)
20
60
25
25
50
15
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. (10 pts)
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. F W1 BO C D 8 m 8 m 4 m 4 m w1 (kN/m) | F (kN) S (mm) Set A (1,2,3,4,5) B (6,7,8,9,0) 20 60 25 25 50 15 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. (10 pts)
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