5 kN 2 kN H B B D50° E G 0.5 m м N 0.5 m P Q R S S T 0.25 m V 0.5 m 30° w 3 KNX 4 kN 0.6 m 1.2 m 1.2 m 1.2 m 1.2 m * 1.2

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For the given truss,
* Draw the free-body diagram without the zero-force members.
* Use the method of sections to find the forces in members RS, MG,
and ER. Assume that member ER carries twice the magnitude of the
force carried by the member DE.
* Use the method of joints to find the forces in members VW and
OW.
Indicate whether the forces are in tension or in compression.
5 kN 2 kN H B B D50° E G 0.5 m м N 0.5 m P Q R S S T 0.25 m V 0.5 m 30° w 3 KNX 4 kN 0.6 m 1.2 m 1.2 m 1.2 m 1.2 m * 1.2 m