View Policies Current Attempt in Progress The assembly shown in the figure consists of rod (1) and tube (2), both made of steel (E = 30,000 ksi). The tube is attached to a fixed support at C. A rigid end plate is welded to the tube at B, and the rod is welded to the end plate. The rod is solid with a diameter of d₁ = 0.380 in. The tube has an outside diameter of D₂ = 2.50 in. and a wall thickness of t2 = 0.115 in. The dimensions of the assembly are a = 68 in. and b = 39 in. Determine the horizontal deflection at rod end A for an applied load of P = 4.3 kips. Part 1 Save for Later End plate kips Tube (2) Jd₁ A Rod (1) Based on an appropriate FBD, determine the axial force F, in rod (1). Use the sign convention for internal axial forces discussed in Section 5.3. Fixed support Attempts: 0 of 1 used Submit Answer

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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The assembly shown in the figure consists of rod (1) and tube (2), both made of steel (E = 30,000 ksi). The tube is attached to a fixed
support at C. A rigid end plate is welded to the tube at B, and the rod is welded to the end plate. The rod is solid with a diameter of
d₁ = 0.380 in. The tube has an outside diameter of D₂ = 2.50 in. and a wall thickness of t₂ = 0.115 in. The dimensions of the
assembly are a = 68 in. and b = 39 in. Determine the horizontal deflection at rod end A for an applied load of P = 4.3 kips.
Part 1
F₁ i
D₂
Save for Later
B
kips
End
plate
a
Tube (2)
12
C
↑
b
Based on an appropriate FBD, determine the axial force F₁ in rod (1). Use the sign convention for internal axial forces discussed
in Section 5.3.
Rod (1)
Fixed support
Attempts: 0 of 1 used
Submit Answer
Transcribed Image Text:View Policies Current Attempt in Progress The assembly shown in the figure consists of rod (1) and tube (2), both made of steel (E = 30,000 ksi). The tube is attached to a fixed support at C. A rigid end plate is welded to the tube at B, and the rod is welded to the end plate. The rod is solid with a diameter of d₁ = 0.380 in. The tube has an outside diameter of D₂ = 2.50 in. and a wall thickness of t₂ = 0.115 in. The dimensions of the assembly are a = 68 in. and b = 39 in. Determine the horizontal deflection at rod end A for an applied load of P = 4.3 kips. Part 1 F₁ i D₂ Save for Later B kips End plate a Tube (2) 12 C ↑ b Based on an appropriate FBD, determine the axial force F₁ in rod (1). Use the sign convention for internal axial forces discussed in Section 5.3. Rod (1) Fixed support Attempts: 0 of 1 used Submit Answer
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