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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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