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)

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

Section: Chapter Questions

Problem 1P

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