Copy of Lab 4 work done

# 62x 1655 r 1 70 60 50 40 30 20 10 0 015 02 025 03 035

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Unformatted text preview: .07 3.45 0.06 44.72 66.3 0.07 4.33 0.08 66.49 96.87 0.02 6.03 0.11 97.41 117.15 0.18 7.27 0.13 118.1 Wood Inclines 140 120 100 80 60 40 20 0 -20 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 tan(theta) Column E Linear Regression for Column E a/cos(theta) f(x) = 1008.02x - 10.55 R² = 0.99 (all for the wooden incline part) uncertainty in a/cos(theta) 4.91 0.14 0.08 0.07 0.07 0.02 0.18 (found from quadrature) accelerations uncertainties ­3.25 0.33 12.24 0.11 22.72 0.05 45.02 0.07 66.35 0.06 97.04 0.04 117.66 0.02 Steel Incli 140 120 100 Column E Linear Regression for Column E 80 60 40 20 0 0.14 -20 0 0.02 0.04 0.06 tan (theta) 0.08 a/cos(theta) f(x) = 987.29x - 8.51 R² = 0.99 0 (all for the steel part) angles (in deg) 0 1.05 2.22 3.45 4.33 6.03 7.27 tan(theta) 0 0.02 0.04 0.06 0.08 0.11 0.13 a/cos(theta) uncertainty in a/cos(theta) (found from quadrature) ­3.25 0.33 12.24 0.11 22.74 0.05 45.11 0.07 66.54 0.06 97.58 0.04 118.62 0.02 Steel Inclines Column M Linear Regression for Column M .06 tan (th...
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## This note was uploaded on 11/07/2010 for the course PHYSICS 1208 taught by Professor Browne during the Spring '10 term at LSU.

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