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
Chapter3: Torsion
Section: Chapter Questions
Problem 3.4.8P: Two sections of steel drill pipe, joined by bolted flange plates at Ä are being tested to assess the...
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![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa511ad66-52a9-45b6-a719-e6bd134a46c5%2F9a563791-df3f-4d95-be14-48667f19d283%2Frobua2p_processed.jpeg&w=3840&q=75)
Transcribed Image Text: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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