View PoliciesCurrent Attempt in ProgressThe 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 fixedsupport 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 ofd₁ = 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 theassembly 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 1F₁ iD₂Save for LaterBkipsEndplateaTube (2)12C↑bBased on an appropriate FBD, determine the axial force F₁ in rod (1). Use the sign convention for internal axial forces discussedin Section 5.3.Rod (1)Fixed supportAttempts: 0 of 1 usedSubmit Answer

To Find : The axial force F1 in a rod. Given : The applied load is P=4.3 kips Free Body diagram :

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

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

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter8: Applications Of Plane Stress (pressure Vessels, Beams, And Combined Loadings)

Section: Chapter Questions

Problem 8.3.13P: : A cylindrical tank with diameter d = 18 in, is subjected to internal gas pressure p = 450 psi. The...

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