OA =240 MPå raw the T and M diagrams. alculate the force Pa that will start flowing in the beam. alculate the Pg force that wil1 cause collapse in the beam. 250mm P P 50mm

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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Gerilme-Şekil Değiştirme Diyagramı = Stress-Strain Diagram

The cantilever beam, whose loading condition and cross- section is given in the figure,
is ideal elasto-plastic and has a yield stress
OA =240 MPa
a) Draw the T and M diagrams.
b) calculate the force Pa that will start flowing in the beam.
c) Calculate the Pg force that will cause collapse in the beam.
250mm
50mm
G
250mm
50mm
B
2 m
2 m
+
50mm
400 mm
Gerilme-Şekil Değiştirme
Diyagramı
Transcribed Image Text:The cantilever beam, whose loading condition and cross- section is given in the figure, is ideal elasto-plastic and has a yield stress OA =240 MPa a) Draw the T and M diagrams. b) calculate the force Pa that will start flowing in the beam. c) Calculate the Pg force that will cause collapse in the beam. 250mm 50mm G 250mm 50mm B 2 m 2 m + 50mm 400 mm Gerilme-Şekil Değiştirme Diyagramı
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