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Engineering · Civil Engineering
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0.3 . Calculate the horizontal displacement of node 3 of the truss shown in the figure for the following cases; F2m3m a) b) 10 kN, F-0 and At +40 °C for both members. Note: δ0-ΣΝΝί δ-JNiLi@xH) AE N: h member force due to external loads. Ni : member force due to unit load. Li: h member length AE: f member axial rigidity

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