A two-step bar subjected to loading condition as shown in below figure is fixed at one end and the free end is at a distance of 3.5 mm from the support. P= 60 kN. Determine (1) The displacements at nodal points (ii) The stresses in elements (iii) The reactions at supports Given A1 = 250 mm2, A2 = 400 mm² andE = 200 GPa. %3D 2. 300 kN 600KN 150 mm 150 mm 200 mm 200 mm 3.5 mm

A two-step bar subjected to loading condition as shown in below figure is fixed at one end and the free end is at a distance of 3.5 mm from the support. P= 60 kN. Determine (1) The displacements at nodal points (ii) The stresses in elements (iii) The reactions at supports Given A1 = 250 mm2, A2 = 400 mm² andE = 200 GPa. %3D 2. 300 kN 600KN 150 mm 150 mm 200 mm 200 mm 3.5 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

Chapter11: Columns

Section: Chapter Questions

Problem 11.6.10P: A W410 × S5 steel column is compressed by a force P = 340 kN acting with an eccentricity e = 38 mm,...

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