Tebal(t) = 1.32 mm 0.00132 meterlebar( l) = 10 mm 0.01 meterPercepatan (a) 10 m/s2

No.Massa(m) Panjang(l)

(Kg) (mm)1 0 1402 0.1 1413 0.2 1464 0.3 1505 0.4 1546 0.5 1577 0.6 1638 0.7 1709 0.8 175

10 0.9 18511 1 190

Note : Isilah bagian yang diberi warna orange dengan hasil pengukuran

Regangan - Tegangan

No.Panjang tambahan Gaya (F) Regangan (e)

(Meter) (Newton)1 0.001 0.98 0.00714285714285714 74242.42424242422 0.006 1.96 0.0428571428571429 148484.8484848483 0.01 2.94 0.0714285714285714 222727.2727272734 0.014 3.92 0.1 296969.6969696975 0.017 4.9 0.121428571428571 371212.1212121216 0.023 5.88 0.164285714285714 445454.5454545457 0.03 6.86 0.214285714285714 519696.969696978 0.035 7.84 0.25 593939.3939393949 0.045 8.82 0.321428571428571 668181.818181818

10 0.05 9.8 0.357142857142857 742424.242424242

Tegangan (τ)

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

100000

200000

300000

400000

500000

600000

700000

800000

f(x) = 1882791.97508781 x + 97672.657443845R² = 0.980369232509279

Regangan

Tega

ngan

(Δℓ )Δℓ /ℓ0 (N/m2 )

i

Regangan - Tegangan

e*τ

5.1020408163265E-05 5511937557.3921 530.3030303030.00183673469387755 22047750229.5684 6363.6363636360.00510204081632653 49607438016.5289 15909.09090909

0.01 88191000918.2736 29696.969696970.0147448979591837 137798438934.803 45075.757575760.0269897959183673 198429752066.116 73181.818181820.0459183673469388 270084940312.213 111363.6363636

0.0625 352764003673.095 148484.84848480.103316326530612 446466942148.76 214772.72727270.127551020408163 551193755739.21 265151.51515150.398010204081633 2122095959595.96 910530.3030303

Konstanta elastisitas = 1.00E+08Korelasi = 0.998

Standar Kesalahan (Sn) = 6.847540323E-09Modulus Elastisitas (E) = 1.00E+08

Kesalahan relatif = 6.85E-15 %

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.40

100000

200000

300000

400000

500000

600000

700000

800000

f(x) = 1882791.97508781 x + 97672.657443845R² = 0.980369232509279

Regangan

Tega

ngan

(N/m2 )

Regangan2

(e2

) Tegangan2

(τ2

)

(N/m2 )