Cylindrical rod is placed inside a tube 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-tube assembly is increased from zero to 26 KN and removed. Draw a load - deflection diagram & calculate the residual stresses in rod & tube Rod Tuke Tube 2 2 A₁ = 48.4mm². A₁ = 64.5. Rod ·P E₁=200 Gpa = 248 мра € = 100 Gра oy = 146 MPa ³y = 300 Mpa Tube 1 800 engineering mmo
Cylindrical rod is placed inside a tube 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-tube assembly is increased from zero to 26 KN and removed. Draw a load - deflection diagram & calculate the residual stresses in rod & tube Rod Tuke Tube 2 2 A₁ = 48.4mm². A₁ = 64.5. Rod ·P E₁=200 Gpa = 248 мра € = 100 Gра oy = 146 MPa ³y = 300 Mpa Tube 1 800 engineering mmo
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Cylindrical rod is placed inside a tube of the same length.
the ends of the rod and tube are attached to a rigid support
one side and
a
rigid plate
on the other the load
on
the rod-tube 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
2
A₁ = 46.4mm²
Er = 200 Gpa
At = 64.5
mmo
P
€ = 100 Gpa
злом ра
8y = 248 Mpa
=
= 246 m/² LAY =
engineering
Rod
Tube
k 800.
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