Conservation of Energy Data Sheet
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Mechanical Engineering
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Oct 30, 2023
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6
Uploaded by CaptainThunder310
Part II
Quantity
D
N
d
Glider mass, M
Hanging mass, Unit
m
(Unitless)
m
kg
kg
Value
0.254
10
0.0254
0.2969
0.02
Uncertainty
0.005
0.0005
0.0005
0.0001
t
x
v
x (Physical)
Uncertainty
v (Physical)
s
segs
segs/s
m
m
m/s
1.444863
1
13.513
0.0254
0.0005
0.3432302
1.514874
2
15.06
0.0508
0.001
0.382524
1.578308
3
16.48
0.0762
0.0015
0.418592
1.636656
4
17.782
0.1016
0.002
0.4516628
1.691059
5
18.986
0.127
0.0025
0.4822444
1.742198
6
20.127
0.1524
0.003
0.5112258
1.790580
7
21.194
0.1778
0.0035
0.5383276
1.836676
8
22.197
0.2032
0.004
0.5638038
1.880772
9
23.134
0.2286
0.0045
0.5876036
1.923195
10
24.051
0.254
0.005
0.6108954
Did your measured slope agree with the expected slope (to within uncertainty)
No
Part III
Quantity
D
N
d
Glider mass, M
Hanging mass, Unit
m
(Unitless)
m
kg
kg
Value
0.254
10
0.0254
0.2969
0.04
Uncertainty
0.005
0.0005
0.0005
0.0002
t
x
v
x (Physical)
Uncertainty
v (Physical)
s
segs
segs/s
m
m
m/s
1.949465
3
21.526
0.0762
0.0015
0.5467604
1.99394
4
23.394
0.1016
0.002
0.5942076
2.053198
5
25.191
0.127
0.0025
0.6398514
2.073545
6
26.806
0.1524
0.003
0.6808724
2.109913
7
28.288
0.1778
0.0035
0.7185152
2.144351
8
29.760
0.2032
0.004
0.755904
2.177192
9
31.166
0.2286
0.0045
0.7916164
2.208588
10
32.492
0.254
0.005
0.8252968
2.238792
11
33.779
0.2794
0.0055
0.8579866
2.267841
12
35.047
0.3048
0.006
0.8901938
Did your measured slope agree with the expected slope (to within uncertainty)
No
Fg
m+M
Slope
Expected Slope
N
kg
J/s
J/s
0.1962
0.3169
-0.00901461
0
0.0009810
0.0005099 0.000467483
Uncertainty
v^2
Uncertainty
PE
Uncertainty
KE
Uncertainty
m/s
m^2/s^2
m^2/s^2
J
J
J
J
0.0067565
0.11780697
0.00463807
-0.00498348 2.541086E-06 0.018666514 8.709823E-05
0.00753 0.146324611 0.005760811
-0.00996696 1.001667E-05 0.023185135 0.000134087
0.00824 0.175219262 0.006898396
-0.01495044 2.247544E-05 0.027763492 0.000192046
0.008891 0.203999285 0.008031468
-0.01993392 3.991764E-05 0.032323687 0.000260129
0.009493 0.232559661 0.009155892
-0.0249174 6.234331E-05 0.036849078 0.000337909
0.0100635 0.261351819 0.010289442
-0.02990088 8.975246E-05 0.041411196 0.000426621
0.010597 0.289796605 0.011409315
-0.03488436 0.000122145 0.045918272 0.000524419
0.0110985 0.317874725 0.012514753
-0.03986784 0.000159521
0.05036725 0.000630857
0.011567 0.345277991 0.013593622
-0.04485132 0.000201881 0.054709298 0.000744221
0.0120255
0.37319319 0.014692645
-0.0498348 0.000249224 0.059132461 0.000869335
Fg
m+M
Slope
Expected Slope
N
kg
J/s
J/s
0.3924
0.3369
-0.0215945
0
0.001962 0.000538516 0.000859409
Uncertainty
v^2
Uncertainty
PE
Uncertainty
KE
Uncertainty
m/s
m^2/s^2
m^2/s^2
J
J
J
J
0.010763 0.298946935 0.011769564
-0.02990088 4.524824E-05 0.050357611 0.000593307
0.011697 0.353082672 0.013900893
-0.03986784 8.013337E-05 0.059476776
0.0008274
0.0125955 0.409409814 0.016118497
-0.0498348 0.000124985 0.068965083 0.001112234
0.013403 0.463587225 0.018251466
-0.05980176 0.000179804 0.078091268
0.0014259
0.014144 0.516264093 0.020325358
-0.06976872 0.000244589 0.086964686 0.001768209
0.01488 0.571390857 0.022495703
-0.07973568 0.000319341
0.09625079 0.002165849
0.015583 0.626656525 0.024671517
-0.08970264
0.00040406 0.105560292 0.002604953
0.016246 0.681114808 0.026815544
-0.0996696 0.000498747 0.114733789 0.003077269
0.0168895 0.736141006 0.028981929
-0.10963656
0.0006034 0.124002952 0.003594465
0.0175235 0.792445002 0.031198622
-0.11960352
0.00071802 0.133487361 0.004165242
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Total Energy
Uncertainty
J
J
0.013683034 8.713529E-05
0.013218175 0.000134461
0.012813052 0.000193357
0.012389767 0.000263174
0.011931678 0.000343612
0.011510316
0.00043596
0.011033912 0.000538456
0.01049941 0.000650713
0.009857978 0.000771116
0.009297661 0.000904354
Total Energy
Uncertainty
J
J
0.020456731
0.00059503
0.019608936 0.000831272
0.019130283 0.001119234
0.018289508 0.001437192
0.017195966 0.001785045
0.01651511 0.002189265
0.015857652 0.002636104
0.015064189 0.003117424
0.014366392 0.003644759
0.013883841 0.004226676
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www.stefanelli.eng.br
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Parts on a tripie peam palance
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+/-
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0.73
0.80
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0.71
0.90
0.71
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1.60
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480
500
520
540
20 22
24
26
27.85 25.31 23.19 21.39
28.46 25.86 23.69 21.86
29.06 26.41 24.20 22.33
29.66 26.95 24.70 22.79
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v(m³/kg)
T ("C)
200
0.2060
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0.1325
240
280
0.2275
0.2480
240
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Material 5
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Material 3
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[C]
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1.000000
100
0.778801
200
0.606531
300 0.472367
400
0.367879
500 0.286505
600
0.223130
800
0.135335
1000
0.082085
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0.049787
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100
80
60
40
20
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0.008
0.01
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Strain, in/in.
FIGURE P1.17
1.18 Use Problem 1.17 to graphically determine the following:
a. Modulus of resilience
b. Toughness
Hint: The toughness (u) can be determined by calculating the area under
the stress-strain curve
u =
de
where & is the strain at fracture. The preceding integral can be approxi-
mated numerically by using a trapezoidal integration technique:
u, = Eu, = o, + o e, - 6)
%3D
c. If the specimen is loaded to 40 ksi only and the lateral strain was found to
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