Problem 1: For the truss shown below, member AC is fabricated 6 mm too- short and support D moves downward by 4 mm. Determine the nodal displacements at A and C and the member forces of AC and BD. E=200 GPa and cross-sectional areas: diagonal members=600 mm2; rests=900 mm?. |100 KN 4 m .C 60 KN 4 m A D 7 m
Problem 1: For the truss shown below, member AC is fabricated 6 mm too- short and support D moves downward by 4 mm. Determine the nodal displacements at A and C and the member forces of AC and BD. E=200 GPa and cross-sectional areas: diagonal members=600 mm2; rests=900 mm?. |100 KN 4 m .C 60 KN 4 m A D 7 m
Chapter9: Application Of Influence Lines
Section: Chapter Questions
Problem 11P
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