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A B 50 kN 50 kN C D E F 30 kN G H +4m― 4m 4m 4m 4m 3m→ Draw the shear and bending moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. Ensure to indicate the shape (e.g., first-order, second-order, third-order) and the maximum values of shear and moment at each identified section of the members. Use the Area Method for constructing shear and moment diagrams. 6 kN/m B A 4 m- 1.5 m C 1.5 m 12 kN

A B 50 kN 50 kN C D E F 30 kN G H +4m― 4m 4m 4m 4m 3m→ Draw the shear and bending moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. Ensure to indicate the shape (e.g., first-order, second-order, third-order) and the maximum values of shear and moment at each identified section of the members. Use the Area Method for constructing shear and moment diagrams. 6 kN/m B A 4 m- 1.5 m C 1.5 m 12 kN

Materials Science And Engineering Properties
Materials Science And Engineering Properties
1st Edition
ISBN:9781111988609
Author:Charles Gilmore
Publisher:Charles Gilmore
Chapter8: Engineering Materials
Section: Chapter Questions
Problem 85CQ
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1st image- Identify all zero force members in the truss for the loading condition

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A B 50 kN 50 kN C D E F 30 kN G H +4m― 4m 4m 4m 4m 3m→
Transcribed Image Text:A B 50 kN 50 kN C D E F 30 kN G H +4m― 4m 4m 4m 4m 3m→
Draw the shear and bending moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. Ensure to indicate the shape (e.g., first-order, second-order, third-order) and the maximum values of shear and moment at each identified section of the members. Use the Area Method for constructing shear and moment diagrams. 6 kN/m B A 4 m- 1.5 m C 1.5 m 12 kN
Transcribed Image Text:Draw the shear and bending moment diagrams for each member of the frame. Assume A is fixed, the joint at B is a pin, and support C is a roller. Ensure to indicate the shape (e.g., first-order, second-order, third-order) and the maximum values of shear and moment at each identified section of the members. Use the Area Method for constructing shear and moment diagrams. 6 kN/m B A 4 m- 1.5 m C 1.5 m 12 kN
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