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INTERNAL FORCES – BEAM ACB d) Draw a diagram of member ACB with all external forces acting on it, and indicate the orientation of the "cut" at point E. e) Pick one half (left or right of the cut at E), draw the cut-piece and label all internal forces and bending moment at point E. f) Solve for all internal forces and bending moment at point E. 4 kN -1.5 m- -1.5 m- E 1.5 m D.

INTERNAL FORCES – BEAM ACB d) Draw a diagram of member ACB with all external forces acting on it, and indicate the orientation of the "cut" at point E. e) Pick one half (left or right of the cut at E), draw the cut-piece and label all internal forces and bending moment at point E. f) Solve for all internal forces and bending moment at point E. 4 kN -1.5 m- -1.5 m- E 1.5 m D.

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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3.) Consider the 2D frame shown below. There are pins at A, C, D. Point E is halfway between A and C. INTERNAL FORCES – BEAM ACB d) Draw a diagram of member ACB with all external forces acting on it, and indicate the orientation of the “cut" at point E. e) Pick one half (left or right of the cut at E), draw the cut-piece and label all internal forces and bending moment at point E. f) Solve for all internal forces and bending moment at point E. 4 kN -1.5 m -1.5 m- E 1.5 m D.
Transcribed Image Text:3.) Consider the 2D frame shown below. There are pins at A, C, D. Point E is halfway between A and C. INTERNAL FORCES – BEAM ACB d) Draw a diagram of member ACB with all external forces acting on it, and indicate the orientation of the “cut" at point E. e) Pick one half (left or right of the cut at E), draw the cut-piece and label all internal forces and bending moment at point E. f) Solve for all internal forces and bending moment at point E. 4 kN -1.5 m -1.5 m- E 1.5 m D.
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