The figure shows a stepped steel shaft supported in bearings at A, C and loaded by a 2 kN force at B. Use Castigliano's second theorem to find the angular misalignment at the bearings (i.e. the local slope of the beam) due to the shaft deflection. For steel, E = 210 GPa. [You may assume that the second moment of area of a shaft is I = Td¹/64, where d is the diameter of the shaft.] 25 mm 200 mm 2 kN 15 mm 30 mm 200 mm

The figure shows a stepped steel shaft supported in bearings at A, C and loaded by a 2 kN force at B. Use Castigliano's second theorem to find the angular misalignment at the bearings (i.e. the local slope of the beam) due to the shaft deflection. For steel, E = 210 GPa. [You may assume that the second moment of area of a shaft is I = Td¹/64, where d is the diameter of the shaft.] 25 mm 200 mm 2 kN 15 mm 30 mm 200 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

Chapter10: Statically Indeterminate Beams

Section: Chapter Questions

Problem 10.4.2P: A fixed-end beam AB carries point load P acting at point C. The beam has a rectangular cross section...

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