Cylindrical rod is placed inside a fube of the same length - the ends of the rod and tube are attached to a rigid support one side and A vigid plate on the other the load on the rod - tabe assembly is increased from zero to 26 KN and removed. Draw a load - deflection diagram & calculate the residual stresses in rod & tube Rod Tube Tube 2 mno A₁ =64.5 = 100 Gpa Rod ·P A₂ = 48.4mm² E =2006ра oy = oy - = 248 мра € Tube 1800 злом ра

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Cylindrical rod is placed inside.
fube of the same length.
a
the ends of the rod and tube are attached to a rigid support
one side and
A
vigid plate
on the other the load
on the rod - tube assembly is increased from zero to 26 KN
and removed.
Draw
load-deflection diagram & calculate
a
the residual stresses in rod & tube
Rod
Tube
Tube
2
A₁ = 46.4mm²
Er = 200 Gpa
A₁ = 64.5
mm
P
100 Gpa
= мра
ра
- 246 MPa 3y = 300 MPa
engineering
Rod
Tube
K 800.
mm
A
Transcribed Image Text:Cylindrical rod is placed inside. fube of the same length. a the ends of the rod and tube are attached to a rigid support one side and A vigid plate on the other the load on the rod - tube assembly is increased from zero to 26 KN and removed. Draw load-deflection diagram & calculate a the residual stresses in rod & tube Rod Tube Tube 2 A₁ = 46.4mm² Er = 200 Gpa A₁ = 64.5 mm P 100 Gpa = мра ра - 246 MPa 3y = 300 MPa engineering Rod Tube K 800. mm A
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