Question

2) (30 points) The 2-segment bar shown below is loaded by an axial force f(x) and is fixed at both ends. Develop the finite e

b) (13 points) Integrate f(x) appropriately to compute the nodal loads, since the load is not a constant.

c) (5 points) Assemble the system equations. d) (5 points) Solve the system of equations for the unknown displacement.

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Answer #1

a) For a general bar, a small clement can be for invest gated as follows: F(x), AG) F(x)ox (x+4x) A tax ) for equilibrium, {fSwan (sans ) a fos]deco er, any og integration by party, ww) sada - setembre + wexsficos de 20 Encode Jwantros de + WG) for nour system is as follows: Ą, A, 1, 2 E2, A2, 23 here, and represent the 10 sle reds Using ucx) = (1 - Z) 4x + Zukty as the inb) we have, W, (x) = (art W₂ (x) = ( 2 ). and Then, Swadfx) dx = 8 (2-2) 3xb0x dx =345[* 3xohl! - toru A, sự soi , x = 4 AlsoHere, there are no external reaction forces for applied forces at nede 2. Hence, Them, 20. to 2 -2 0784 77007 1-2 3 -11 -107

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