Consider the truss shown in (Figure 1). Suppose that F = 3.5 kN and F2 =...

 

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Consider the truss shown in (Figure 1). Suppose that F₁ = 3.5 kN and F2 = 6.5 kN. After the truss is sectioned use a single equation of equilibrium for the calculation of each of the required forces. 2 kN -5 m- B -5 m- F₁ m- D F 5 m- 3 kN E 3 m Consider the truss shown in (Figure 1). Suppose that F₁ = 3.5 kN and F2 = 6.5 kN. After the truss is sectioned use a single equation of equilibrium for the calculation of each of the required forces. 2 kN -5 m- B -5 m- F₁ m- D F 5 m- 3 kN E 3 m

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