Q.1. 10KN 10KN J0KN 10KN 10KN 150KM 15 D3 DS RE150KN U2 4. UL 10 Us 12 050m Bay-50kN 050m a50m 050m g50m For the truss shown in the figure; a) Calculate the bar forces b) Calculate the vertical displacement of node 12. Material: E=2.1x10° MPa Cross-sections: O1,..Os= 1000 mm; Dı,.,Ds=400mm2; V1,..,Vs=400mm2; U1,.,Us=1000mm2 woso

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