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Situation 2: For the frame shown, Use slope – deflection method. E is constant. (1.5 + 0.2D) kN/m (3 + 0.1AC) kN B 8m, 21 7m | 9m A D a. Determine the member end moments for member BC. b. Determine the member end moments for member AB. с. Determine the member end moments for member CD. d. Determine the horizontal and vertical reaction at A. е. Determine the horizontal and vertical reaction at D. Draw the shear force diagram. g. Draw the bending moment diagram. f. 의

Situation 2: For the frame shown, Use slope – deflection method. E is constant. (1.5 + 0.2D) kN/m (3 + 0.1AC) kN B 8m, 21 7m | 9m A D a. Determine the member end moments for member BC. b. Determine the member end moments for member AB. с. Determine the member end moments for member CD. d. Determine the horizontal and vertical reaction at A. е. Determine the horizontal and vertical reaction at D. Draw the shear force diagram. g. Draw the bending moment diagram. f. 의

Structural Analysis
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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Note: The values of Constants A, B, C, D can be determined using the following: A=2 B=9 C=5 D=3

Situation 2: For the frame shown, Use slope – deflection method. E is constant. (1.5 + 0.2D) kN/m (3 + 0.1AC) kN B 8m, 21 7m | 9m A D a. Determine the member end moments for member BC. b. Determine the member end moments for member AB. с. Determine the member end moments for member CD. d. Determine the horizontal and vertical reaction at A. е. Determine the horizontal and vertical reaction at D. Draw the shear force diagram. g. Draw the bending moment diagram. f. 의
Transcribed Image Text:Situation 2: For the frame shown, Use slope – deflection method. E is constant. (1.5 + 0.2D) kN/m (3 + 0.1AC) kN B 8m, 21 7m | 9m A D a. Determine the member end moments for member BC. b. Determine the member end moments for member AB. с. Determine the member end moments for member CD. d. Determine the horizontal and vertical reaction at A. е. Determine the horizontal and vertical reaction at D. Draw the shear force diagram. g. Draw the bending moment diagram. f. 의
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