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Shear Force and Bending Moment

The document contains graphs and tables showing experimental and theoretical load-displacement data for mechanical tests. Linear trend lines are fitted to the data. The graphs and tables suggest that the experimental data closely matches the theoretical predictions, as indicated by R-squared values near 1 for the linear fits. Equations for the linear trend lines are provided. Additional data includes load, displacement, beam length and cut values.

Uploaded by

Mah Wen Jin
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© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Download as XLSX, PDF, TXT or read online on Scribd
198 views10 pages

Shear Force and Bending Moment

The document contains graphs and tables showing experimental and theoretical load-displacement data for mechanical tests. Linear trend lines are fitted to the data. The graphs and tables suggest that the experimental data closely matches the theoretical predictions, as indicated by R-squared values near 1 for the linear fits. Equations for the linear trend lines are provided. Additional data includes load, displacement, beam length and cut values.

Uploaded by

Mah Wen Jin
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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Chart Title

7
f(x) = 0.0964782609x
R = 1
6

f(x) = 0.097482x - 0.6752


R = 0.9940018255

10

15

20

25

30

35

40

45

50

55

Experimental

Linear (Experimental)

Linear (Experimental)

Theoritical

Linear (Theoritical)

Linear (Theoritical)

60

65

70

Chart Title
8

7
f(x) = 0.0964782609x - 1.25607396694702E-015
R = 1
6
f(x) = 0.0878362857x - 0.3215238095
R = 0.9800787781
5

10

20

30

40

50

60

Column G

Linear (Column G)

Linear (Column G)

Column O

Linear (Column O)

Linear (Column O)

70

80

Chart Title
16
0.3043478261x
f(x) = 0.343x
- 1.99
1
R = 0.9999065103

14

12

10

10

20

30

40

50

Experimental

Linear (Experimental)

Linear (Experimental)

Theoretical

Linear (Theoretical)

Linear (Theoretical)

60

70

Chart Title
16

14

f(x) = 0.3043478261x - 1.45038928587789E-015


R = 1 f(x) = 0.3145714286x - 0.9476190476
R = 0.9891655911

12

10

10

15

20

25

30

35

Column G

Linear (Column G)

Linear (Column G)

Column M

Linear (Column M)

Linear (Column M)

40

45

50

load fh
load cell bm
10
-1.9
0.211 0.4009
20
-5.9
0.211 1.2449
30 -10.2
0.211 2.1522
40 -14.7
0.211 3.1017
50 -20.6
0.211 4.3466
60
70

l1
load
0.28
10 =
0.28
20 =
0.28
30 =
0.28
40 =
0.28
50 =
0.28
60 =
0.28
70 =

load fh
load cell bm
0
0
10
-1.9
0.211 0.4009
20
-5.9
0.211 1.2449
30 -10.2
0.211 2.1522
40 -14.7
0.211 3.1017
50 -20.6
0.211 4.3466
60
70

l1

load fh
load cell bm
10
-1.9
0.211 -0.4009
20
-5.9
0.211 -1.2449
30 -10.2
0.211 -2.1522
40 -14.7
0.211 -3.1017
50 -20.6
0.211 -4.3466
60
70

l1
load
0.28
10 =
0.28
20 =
0.28
30 =
0.28
40 =
0.28
50 =
0.28
60 =
0.28
70 =

load fv
10
1.5
20
4.8
30
8.3
40 11.7
50 15.2
60
70

l1
load
0.28
10 =
0.28
20 =
0.28
30 =
0.28
40 =
0.28
50 =
0.28
60 =
0.28
70 =

exp
1.5
4.8
8.3
11.7
15.2

0.28
0.28
0.28
0.28
0.28
0.28
0.28

load
10 =
20 =
30 =
40 =
50 =
60 =
70 =

load fv
0
10
20
30
40
50
60
70

exp

1.5
4.8
8.3
11.7
15.2

l1
0
1.5
4.8
8.3
11.7
15.2

0
0.28
0.28
0.28
0.28
0.28
0.28
0.28

load

10 =
20 =
30 =
40 =
50 =
60 =
70 =

rb
l2
rb*l2
0.92 3.0434782609 0.317 0.9647826087
0.92 6.0869565217 0.317 1.9295652174
0.92 9.1304347826 0.317 2.8943478261
0.92 12.173913043 0.317 3.8591304348
0.92 15.217391304 0.317 4.8239130435
0.92 18.260869565 0.317 5.7886956522
0.92 21.304347826 0.317 6.7534782609

rb
0.92
0.92
0.92
0.92
0.92
0.92
0.92

0
3.0434782609
6.0869565217
9.1304347826
12.173913043
15.217391304
18.260869565
21.304347826

l2
0.317
0.317
0.317
0.317
0.317
0.317
0.317

rb*l2
0
0.9647826087
1.9295652174
2.8943478261
3.8591304348
4.8239130435
5.7886956522
6.7534782609

rb
ra
0.92 3.0434782609 6.9565 m=
0.92 6.0869565217 13.913 m=
0.92 9.1304347826 20.87 m=
0.92 12.173913043 27.826 m=
0.92 15.217391304 34.783 m=
0.92 18.260869565 41.739 m=
0.92 21.304347826 48.696 m=
rb
0.92 3.0434782609
0.92 6.0869565217
0.92 9.1304347826
0.92 12.173913043
0.92 15.217391304
0.92 18.260869565
0.92 21.304347826

1.416
1.645
1.744
1.804
1.901
1
1

0.5071428571
0.2114285714
0.090952381
0.0389285714
0.0011428571
1
1

0
1.416
1.645
1.744
1.804
1.901
1
1

l2
cut l
0.92 0.317
0.603
0.92 0.317
0.603
0.92 0.317
0.603
0.92 0.317
0.603
0.92 0.317
0.603
0.92 0.317
0.603
0.92 0.317
0.603

-0.964783
-1.929565
-2.894348
-3.85913
-4.823913
-5.788696
-6.753478

rb

0.92
0.92
0.92
0.92
0.92
0.92
0.92

0
3.0434782609
6.0869565217
9.1304347826
12.173913043
15.217391304
18.260869565
21.304347826

0.5071428571
0.2114285714
0.090952381
0.0389285714
0.0011428571
1
1

l2

rb*l2
0.317 0.964783
0.317 1.929565
0.317 2.894348
0.317 3.85913
0.317 4.823913
0.317 5.788696
0.317 6.753478

0.584466
0.354829
0.256413
0.19627
0.098947
1
1

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