A uniform bar derives its stiffness from Young modulus, area, and length. Exact arithmetic here means exact results for the stated model inputs; measured inputs still carry uncertainty and significant-figure limits.

highlighted = computed this step

A bar force starts from an accepted Young source

The bar does not choose stiffness directly. It cites Young modulus, then combines area, length, and extension.

E=16 PaΔL=1 mE=16\ \text{Pa}\qquad \Delta L=1\ \text{m}
Bar source chainYoung modulus is cited before stiffness is computed.forceextensionyoungSource=boundarea=2 m^2length=8 mextension=1 mstiffness=4 N/mforce=4 N

Stiffness and force respond to area and extension

The table separates stiffness from force. Area changes stiffness; extension changes force after stiffness is set.

EALΔLkF16 Pa2 m28 m1 m4 N/m4 N16 Pa2 m28 m2 m4 N/m8 N16 Pa4 m28 m1 m8 N/m8 N\begin{array}{c|c|c|c|c|c}E&A&L&\Delta L&k&F\\16\ \text{Pa}&2\ \text{m}^{2}&8\ \text{m}&1\ \text{m}&4\ \text{N/m}&4\ \text{N}\\16\ \text{Pa}&2\ \text{m}^{2}&8\ \text{m}&2\ \text{m}&4\ \text{N/m}&8\ \text{N}\\16\ \text{Pa}&4\ \text{m}^{2}&8\ \text{m}&1\ \text{m}&8\ \text{N/m}&8\ \text{N}\\\end{array}

A uniform bar uses E A over L before force is trusted

The bar stiffness is derived from the cited Young modulus source, then multiplied by the checked extension.

k=EAL=16 Pa2 m28 m=4 N/m;F=kΔL=4 Nk=\frac{EA}{L}=\frac{16\ \text{Pa}\cdot2\ \text{m}^{2}}{8\ \text{m}}=4\ \text{N/m};\quad F=k\Delta L=4\ \text{N}
Bar extension ledgerThe bar force cites the same accepted Young source.forceextensionyoungSource=boundarea=2 m^2length=8 mextension=1 mstiffness=4 N/mforce=4 N