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- 6 m-3 m13 m43 m+-3 m 50 kN 100 kN 100 kN 100 * 307 kN From the given figure below, compute the following: 1. Axial force (kN) at point A. 2. Shear force (kN) at point A. 3. Bending moment (kN-m) at point A. 4. Axial force (kN) at point B. 5. Shear force (kN) at point B. 6. Bending moment (kN-m) at point B.

- 6 m-3 m13 m43 m+-3 m 50 kN 100 kN 100 kN 100 * 307 kN From the given figure below, compute the following: 1. Axial force (kN) at point A. 2. Shear force (kN) at point A. 3. Bending moment (kN-m) at point A. 4. Axial force (kN) at point B. 5. Shear force (kN) at point B. 6. Bending moment (kN-m) at point B.

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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Using method of section. Thank you

- 6 m--3 mf3 m43 m+3 m-6 m- 50 kN 100 kN B 100 kN À 100 30 kN From the given figure below, compute the following: 1. Axial force (kN) at point A. 2. Shear force (kN) at point A. 3. Bending moment (kN-m) at point A. 4. Axial force (kN) at point B. 5. Shear force (kN) at point B. 6. Bending moment (kN-m) at point B.
Transcribed Image Text:- 6 m--3 mf3 m43 m+3 m-6 m- 50 kN 100 kN B 100 kN À 100 30 kN From the given figure below, compute the following: 1. Axial force (kN) at point A. 2. Shear force (kN) at point A. 3. Bending moment (kN-m) at point A. 4. Axial force (kN) at point B. 5. Shear force (kN) at point B. 6. Bending moment (kN-m) at point B.
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