Sheet1
k 50 N/m g 9.8 m/s^2
m x W k Abs E
Rel E
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XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
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W
1.0641367848117327E-2 1.959122230518762E-2 3.1442526177096169E-2 3.7256877638210582E-2 4.8389237398249269E-2 5.8932044918605944E-2 6.7886697940194668E-2 7.8856839425674216E-2 8.7309547881217822E-2 9.745733144496542E-2 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
Rel E
7.3462609126384568E-2 3.5427986874967134E-3 5.8098201377216725E-2 5.6531138344973468E-2 1.0354797976005159E-2 1.2088802725962466E-3 7.0980019842490092E-3 4.4884709845183579E-3 1.0464917383243346E-2 4.9839127144953466E-3
Sheet1
Using a Force Table to verify the vector properties of forces
F1 theta1 F2 theta2 Fx Fy F theta Fexper thetaexper Frele
theraRelE
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX 10 XXXXXXXXXX 80 XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX
Frele
3.6438520906899759E-2 4.4976207435048904E-2 XXXXXXXXXX 4.3127991906703578E-2 7.9419615251158537E-2 3.5751535906580721E-2 3.6242943354439679E-2 2.1734049113123589E-2 2.8270008497067525E-2 3.024380980865591E-2
theraRelE
4.4378269440164264E-2 5.5367794815564211E-2 6.4165065945730709E-2 XXXXXXXXXX 3.6970610816694852E-2 3.739082896869507E-2 5.9335776158608619E-2 7.7587192601769731E-2 1.4757358118602581E-2 9.5979431983324315E-3
Sheet1
Finding g using pendulum
g 9.81 m/s^2
Lengths Time 20 periods Time 1 period T^2 4*pi^2*L Estimate of g Exact g Abs E
Rel E
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 9.81 XXXXXXXXXX XXXXXXXXXX
Abs E
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 1.9370292010266965E-2 XXXXXXXXXX
Graph for slope g
4*pi^2*L
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4*pi^2*L
Sheet1
Aluminum
density 2.6 g/cm^3
mass 26 g std mass 0.2
volume 10 cm^3 std vol 0.5
Mass Volume Density Exact Abs E
Rel E
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
XXXXXXXXXX XXXXXXXXXX XXXXXXXXXX 2.6 XXXXXXXXXX XXXXXXXXXX
Abs E
9.1828984940420799E-2 XXXXXXXXXX 8.5071868071366019E-2 XXXXXXXXXX 9.102179133559396E-2 3.8035483479556653E-2 3.6451799058804912E-2 8.3253999350316299E-2 9.0973169012102062E-2 3.0932877716975948E-2 1.0673052341137357E-2 XXXXXXXXXX