1)Forces (and no moments) are acting 2 pts. for members BD and CF, and therefore BD and CF are 2F members. 2)FBD of ABC (remaining structural component) has two unknowns and is therefore can be used to determine axial forces in member BD and CF 3) FBD (with PBD and PCF marked (T))

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1)Forces (and no moments) are acting 2 pts. for members BD and CF, and therefore BD and CF are 2F members.  2)FBD of ABC (remaining structural component) has two unknowns and is therefore can be used        to determine axial forces in member BD and CF  3)  FBD (with PBD and PCF marked (T))

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