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The truss shown in the figure is constructed from three aluminum alloy members, each having a cross-sectional area of A 800 m

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P14 kN A = 800mmi E 70 GPo A o5m £PKL A con be colculoked by A E where, p fxce in looding each member due to unit lood in k fk foces finding Sm A 16.5 m () 1 kn He mo extend forces A joint C mem bers meet wSith two = O 8つ5 Join t FBA k(Kw) L (m) PkL

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