I need to find the forces in each tube but I keep getting stuck. I have been getting really long equations to do algibra onwhich I suspect might be where the error was comming from.The values I have tried areF2 = -0.97786, and -4.889 kips Part 1CorrectA hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.25 in. and a wall thickness of 0.225 in. is fastened to a solid1.75-in.-diameter aluminum [E = 10,000 ksi] rod. The assembly is attached to unyielding supports at the left and right ends and isloaded as shown. Assume P=18 kips, Q-10 kips, L₁=4ft, L2=6 ft, and L3=6 ft. Determine(a) the stresses in all parts of the axial structure.(b) the deflections of joints B and C.Answers:A₁ =L₁A₂ = A3 =(1)2.1382.405PeTextbook and Media(2)Calculate the cross-sectional area of steel tube (1), A₁, and the cross-sectional area of the aluminum rods (2) and (3).L2in.²Qin.2(3)L3DAttempts: 1 of 6 used

Name: I need to find the forces in each tube but I keep getting stuck. I hav
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: I need to find the forces in each tube but I keep getting stuck. I have been getting really long equations to do algibra onwhich I suspect might be where the error was comming from.The values I have tried areF2 = -0.97786, and -4.889 kips Part 1Corre