3. A circular flat plate of 120 mm diameter and 6-35 mm thickness is clamped at the edges and subjected to a uniform lateral pressur? of 345 kN/m². Evaluate (a) the central deflection, (b) the posi- tion ana magnitude of the maximum radial stress. E = 200 GPa, v = 0-3: %3D

3. A circular flat plate of 120 mm diameter and 6-35 mm thickness is clamped at the edges and subjected to a uniform lateral pressur? of 345 kN/m². Evaluate (a) the central deflection, (b) the posi- tion ana magnitude of the maximum radial stress. E = 200 GPa, v = 0-3: %3D

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.24P: A retaining wall (Fig. a) is constructed using steel W-shape columns and concrete panel infill (Fig,...

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Concept explainers

Slope and Deflection

The slope in a deflected beam is described as an angle in radians made by the tangent of the section with the original axis of the beam. The deflection at any point on the axis of the beam is defined as the lateral displacement of the point before and after loading.

Question

3. A circular flat plate of 120 mm diameter and 6-35
mm thickness is clamped at the edges and subjected to a uniform lateral
pressur? of 345 kN/m². Evaluate (a) the central deflection, (b) the posi-
tion ana magnitude of the maximum radial stress. E = 200 GPa, v = 0-3.
%3D
%3D

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