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Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure. Let A = 50x10-4m2 and E

 

Determine the displacement components at node 3 and the element forces for the plane truss shown in Figure. Let A = 50x10-4m2 and E = 210 GPa for all elements. (ekilde gsterilen dzlem kafes kiri iin dm 3'teki yer deitirme bileenlerini ve eleman kuvvetlerini belirleyiniz.) Tm elemanlar iin A = 50x10-4m? ve E = 210 GPa'dr. (50 Points) 20 m 50 kN 100 kN 40 m 30 m 30 m

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