2.3-4 A vertical bar consists of three prismatic segments A, A,, and A, with cross-sectional areas of 6000 mm², 5000 mm², and 4000 mm², respectively. The bar is made of steel with E = 200 GPa. Calcu- late the displacements at points B, D, and E. Ignore the weight of the bar. %3D A 500 mm PB = 50 N B 250 mm Pc= 250 N 250 mm 500 mm E PE = 350 N V CND
2.3-4 A vertical bar consists of three prismatic segments A, A,, and A, with cross-sectional areas of 6000 mm², 5000 mm², and 4000 mm², respectively. The bar is made of steel with E = 200 GPa. Calcu- late the displacements at points B, D, and E. Ignore the weight of the bar. %3D A 500 mm PB = 50 N B 250 mm Pc= 250 N 250 mm 500 mm E PE = 350 N V CND
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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