Question: Problem 0 6 . 0 5 0 - Method of sections, none of the members cut are parallel Determine the force in members C E

Problem 06.050- Method of sections, none of the members cut are parallel
Determine the force in members CE and EF of the truss shown when P=17kN.
The force in CE is kN. Tension
The force in EF is kN.
Problem 0 6 . 0 5 0 - Method of sections, none of

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