2L B. rijit kiriş F P L LiL 2 no'lu çubuk enkesiti 1 ve 3 no'lu çubuk enkesiti A.=80mm A =A,=100mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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As seen in the figure, a rigid beam carried by three elastic rods of equal length from points A, B, and C is pulled to Eve from points F by P-force. The modulus of elasticity of the bars are E1=100GPa, E2=120GPa and E3=100GPa. Yield stress σA=40 MPa for bar 1 and 3, yield stress σA=120 MPa for bar number 2. Accordingly,

a) determine the load PA that will start the flow,

b) the load PG that will cause the migration.

2L
rijit kiriş
F
P
P
L.
2 no'lu çubuk enkesiti 1 ve 3 no'lu çubuk enkesiti
A, =A,=100mm
A,=80mm"
Transcribed Image Text:2L rijit kiriş F P P L. 2 no'lu çubuk enkesiti 1 ve 3 no'lu çubuk enkesiti A, =A,=100mm A,=80mm"
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