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Position of 2t force for zero net elongation

Short answer

Without the 2t force, net elongation is -1.5/AE. A tensile 2t at distance x adds 2x/AE, so -1.5+2x=0 gives x=0.75 m from the fixed end.

At what distance 'x' from the fixed end of the uniform bar should the '2t' force be applied in order that the net overall change in length of the bar will be zero? [Figure: bar fixed at the left end, length 5 m in total split into 1 m, 2 m and 2 m; forces of 1.5 t acting to the right at 1 m and at 3 m from the fixed end, and a force of 1.5 t acting to the left at the free end.]

Let the bar have uniform area AA and modulus EE. The bar is fixed at the left end, and the loads are (positions from the fixed end): 1.5 t (→) at 1 m, 1.5 t (→) at 3 m, 1.5 t (←) at the free end (5 m). The 2 t force is applied at distance xx from the fixed end; to cancel a net shortening it must act away from the wall (→).

Force in each portion (tension +ve) without the 2 t force

Take the sum of the forces to the right of the section:

PortionLength (m)Axial force (t)
0 – 1 m11.5+1.5−1.5=+1.51.5 + 1.5 - 1.5 = +1.5
1 – 3 m21.5−1.5=01.5 - 1.5 = 0
3 – 5 m2−1.5-1.5
δwithout=1AE[1.5(1)+0(2)+(−1.5)(2)]=−1.5AE (t⋅m)\delta_{without} = \frac{1}{AE}\left[1.5(1) + 0(2) + (-1.5)(2)\right] = \frac{-1.5}{AE}\ \text{(t·m)}

The bar is net shortened, so a tensile 2 t force must lengthen it by 1.5/AE1.5/AE.

Effect of the 2 t force at distance xx

It adds +2+2 t of tension in every portion between the wall and xx, so it adds 2x/AE2x/AE to the length:

−1.5+2x=0⇒x=0.75 m-1.5 + 2x = 0 \Rightarrow x = 0.75\ \text{m}

Since x=0.75<1x = 0.75 < 1 m, the force lies in the first portion, as assumed.

Check: portions become 0 – 0.75 m: +3.5+3.5 t; 0.75 – 1 m: +1.5+1.5 t; 1 – 3 m: 0; 3 – 5 m: −1.5-1.5 t. Sum =3.5(0.75)+1.5(0.25)+0−1.5(2)=2.625+0.375−3=0= 3.5(0.75) + 1.5(0.25) + 0 - 1.5(2) = 2.625 + 0.375 - 3 = 0.

Answer: x=0.75x = 0.75 m from the fixed end, with the 2 t force acting away from the fixed end.

✓ Answer checked by Claude Opus 5.5 (high effort)

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