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Draw the shear and moment diagram for each problem Use Method of Section (as Solution A) and Method of Area (as Solution B). (Perform Solution A: Method of Section as your first solution and use Solution B: Method of Area afterward to confirm the correctness of your diagrams, as well as shear and moment values at points along the span of the flexural member). WITH CLEAR SOLUTION. 50 kN/m A D В -2.4 m- 0.8 m 0.8 m

Draw the shear and moment diagram for each problem Use Method of Section (as Solution A) and Method of Area (as Solution B). (Perform Solution A: Method of Section as your first solution and use Solution B: Method of Area afterward to confirm the correctness of your diagrams, as well as shear and moment values at points along the span of the flexural member). WITH CLEAR SOLUTION. 50 kN/m A D В -2.4 m- 0.8 m 0.8 m

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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INSTRUCTIONS: Solve the sample problems below related to Shear and Moment in Beams. Draw the shear and moment diagram for each problem Use Method of Section (as Solution A) and Method of Area (as Solution B). (Perform Solution A: Method of Section as your first solution and use Solution B: Method of Area afterward to confirm the correctness of your diagrams, as well as shear and moment values at points along the span of the flexural member). WITH CLEAR SOLUTION. 50 kN/m C A D В -2.4 m- 0.8 m 0.8 m
Transcribed Image Text:INSTRUCTIONS: Solve the sample problems below related to Shear and Moment in Beams. Draw the shear and moment diagram for each problem Use Method of Section (as Solution A) and Method of Area (as Solution B). (Perform Solution A: Method of Section as your first solution and use Solution B: Method of Area afterward to confirm the correctness of your diagrams, as well as shear and moment values at points along the span of the flexural member). WITH CLEAR SOLUTION. 50 kN/m C A D В -2.4 m- 0.8 m 0.8 m
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