Determine the force in member EF for the truss shown using the method of joints. 40 kN 40 kN 40 kN -3 at 5 m= 15 m - O a. 243.31 kN tension O b. 252.98 kN compression O . 240 kN compression O d. 80 kN tension
Determine the force in member EF for the truss shown using the method of joints. 40 kN 40 kN 40 kN -3 at 5 m= 15 m - O a. 243.31 kN tension O b. 252.98 kN compression O . 240 kN compression O d. 80 kN tension
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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