in Structural Analysis edited by
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A plane truss with applied loads is shown in the figure.

The members which do not carry any force are

  1. FT, TG, HU, MP, PL
  2. ET, GS, UR, VR, QL
  3. FT, GS, HU, MP, QL
  4. MP, PL, HU, FT, UR
in Structural Analysis edited by
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