3. H L B P→ Z F The I-beam is rigidly fixed at the end x = 0 and loaded with an axial point load F= 20 kN, which acts at the corner point P of the upper flange as shown in the attached figure. Determine the maximum normal stress Omax at the free end of the beam when E= 210 GPa, v = 0.3, L = 2000 mm, H = 100 mm, B = 80 mm and t = 8 mm.

3. H L B P→ Z F The I-beam is rigidly fixed at the end x = 0 and loaded with an axial point load F= 20 kN, which acts at the corner point P of the upper flange as shown in the attached figure. Determine the maximum normal stress Omax at the free end of the beam when E= 210 GPa, v = 0.3, L = 2000 mm, H = 100 mm, B = 80 mm and t = 8 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

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.4.14P: A beam with a wide-flange cross section (see figure) has the following dimensions: h = 120 mm, r =...

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