200
200
200

0
-115
0
0
176.9
0
0
-90
0

100
-153.5
0.98099999999999998
100
-209
0.98099999999999998
100
-107.1
0.98099999999999998

200
179
1.962
200
-231
1.962
200
-128.1
1.962

300
-217
2.9430000000000001
300
-256
2.9430000000000001
300
-131.1
2.9430000000000001

400
230
3.9239999999999999
400
-272
3.9239999999999999
400
-147.5
3.9239999999999999

500
-281.89999999999998
4.9050000000000002
500
-293
4.9050000000000002
500
-164.9
4.9050000000000002

20

200
200
200

400
400
400

0
-26
0
0
-26
0
0
-14
0

100
-44.1
0.98099999999999998
100
-46
0.98099999999999998
100
-24
0.98099999999999998

200
-61
1.962
200
-51
1.962
200
-32
1.962

300
-71.3
2.9430000000000001
300
-67.099999999999994
2.9430000000000001
300
-37
2.9430000000000001

400
-90
3.9239999999999999
400
-78
3.9239999999999999
400
-37
3.9239999999999999

500
-102.1
4.9050000000000002
500
-85
4.9050000000000002
500
-68
4.9050000000000002

500
500
500

4.9050000000000002
4.9050000000000002
4.9050000000000002

200
100
7
200
100
2
200
100
-5

260
130
-1
260
130
0
260
130
-13

320
160
-32
320
160
-20
320
160
-23

380
190
-56
380
190
-46
380
190
-28

440
220
-114
440
220
-91
440
220
-48

500
250
-90
500
250
-52
500
250
-63

560
280
-248
560
280
-200
560
280
-99

Arial,Bold” 4Beam Deflection
Deflection in a Cantilever Beam
Beam material
Elastic Modulus (N/m^2)
Beam width (mm)
Beam thickness (mm)
Location of load measured from fixed support (mm)
Length of beam measured from fixed support (mm)
Mass (g)
Actual Deflection (mm)
Force (N)
Theoretical Deflection (mm)
Deflection in a Simply Supported Beam (Varying Force)
Location of load measured from left support (mm)
Length of beam measured between supports (mm)
Deflection in a Simply Supported Beam (Varying Span)
Applied mass (g)
Applied force (N)
Length between supports (mm)
Aluminum
Brass
Steel
Moment of Inertia (mm^4)