A vertical bar consists of three prismatic segments A,, A,, and A, with cross-sectional areas of 5,825 mm2, 4,625 mm?, and 3,725 mm2, respectively. The bar is made of steel with E = 200 GPa.A500 mmPB = 50 NВ250 mmCPc= 250 N250 mm500 mmEPE = 350 NCalculate the displacements (in mm) at points B, D, and E. Ignore the weight of the bar. (Assume the positive direction is upwards. Use the statics sign convention.)83 =mmmm8= =mm

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A vertical bar consists of three prismatic segments A,, A, and A, with cross-sectional areas of 5,825 mm2, 4,625 mm2, and 3,725 mm2, respectively. The bar is made of steel with E = 200 GPa. A 500 mm PB = 50 N В 250 mm C Pc= 250 N 250 mm D 500 mm E PE = 350 N Calculate the displacements (in mm) at points B, D, and E. Ignore the weight of the bar. (Assume the positive direction is upwards. Use the statics sign convention.) mm mm mm

A vertical bar consists of three prismatic segments A,, A, and A, with cross-sectional areas of 5,825 mm2, 4,625 mm2, and 3,725 mm2, respectively. The bar is made of steel with E = 200 GPa. A 500 mm PB = 50 N В 250 mm C Pc= 250 N 250 mm D 500 mm E PE = 350 N Calculate the displacements (in mm) at points B, D, and E. Ignore the weight of the bar. (Assume the positive direction is upwards. Use the statics sign convention.) mm mm mm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.11.2P: A prismatic bar of length L = 1.8 m and cross-sectional area A = 480 mm" is loaded by forces P{= 30...

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