A pin-jointed truss is shown in the figure below. Loads P= 30 kN and Q=36 kN are applied as acting in the directions shown. PKN H D QkN B 1 m G F E 1m 1m 2 m 1 m J
A pin-jointed truss is shown in the figure below. Loads P= 30 kN and Q=36 kN are applied as acting in the directions shown. PKN H D QkN B 1 m G F E 1m 1m 2 m 1 m J
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a. For the frame shown above, with the loading as shown, the vertical reaction at J is equal to 36 kN pointing vertically downwards. Use the method of joints to calculate the force in member FJ in kN.
b. Use the method of sections to calculate the force in member CB in kN.
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