25 20 Beam Deflection Data of Steel Distance between fulcrum (mm) 400 500 600 Load (N) Beam Deflection (mm) 5 0.15 0.2 0.3 10 0.2 0.35 0.55 15 0.3 0.5 0.85 20 0.4 0.65 1.1 25 0.5 0.8 1.4 Steel y-33.333x-1.6667 y-54378x-2.0122 y 18.164-0.2576 0 0.2 0.4 0.6 1 1.2 1.6 0.8 Beam Deflection (mm) 400 500 600 Linear (400) Linear (500) Linear (600) 1) The above are results from a beam bending test for steel, brass and aluminium a) Give an overview of the graph: i) steel ii) brass iii) aluminum b) Discuss and compare between the graphs c) Write a conclusion on your findings Beam Deflection Data of Brass Load (N) 5 10 15 20 25 30 25 20 10 5 Distance between fulcrum (mm) 400 500 600 Beam Deflection (mm) 0.6 0.1 0.35 0.25 0.6 1.15 0.98 1.7 0.65 0.7 0.95 1.35 1.65 2.3 2.9 y-23.563x+2.0402 A Brass y-14.064x+1.4145 v-8.6911x-0.0355 0 0.5 1 2 3 3.5 1.5 2.5 Beam Deflection (mm) 400 500 600 Linear (400) Linear (500) Linear (600) Beam Deflection Data of Aluminum Load (N) 5 10 15 20 25 25 20 Distance between fulcrum (mm) 400 500 600 Beam Deflection (mm) 0.6 1.45 0.35 0.8 1.2 2.15 2.85 1.1 2.2 3.3 4.4 5.5 1.6 3.55 Aluminum 21 y-12.188x+0.4964 5 -400-500 Y 6.8378x 0.5039 y-4.5455x 2 3 5 Beam deflection (mm) 600-Linear (400)-Linear (500)-Linear (600) 4
25 20 Beam Deflection Data of Steel Distance between fulcrum (mm) 400 500 600 Load (N) Beam Deflection (mm) 5 0.15 0.2 0.3 10 0.2 0.35 0.55 15 0.3 0.5 0.85 20 0.4 0.65 1.1 25 0.5 0.8 1.4 Steel y-33.333x-1.6667 y-54378x-2.0122 y 18.164-0.2576 0 0.2 0.4 0.6 1 1.2 1.6 0.8 Beam Deflection (mm) 400 500 600 Linear (400) Linear (500) Linear (600) 1) The above are results from a beam bending test for steel, brass and aluminium a) Give an overview of the graph: i) steel ii) brass iii) aluminum b) Discuss and compare between the graphs c) Write a conclusion on your findings Beam Deflection Data of Brass Load (N) 5 10 15 20 25 30 25 20 10 5 Distance between fulcrum (mm) 400 500 600 Beam Deflection (mm) 0.6 0.1 0.35 0.25 0.6 1.15 0.98 1.7 0.65 0.7 0.95 1.35 1.65 2.3 2.9 y-23.563x+2.0402 A Brass y-14.064x+1.4145 v-8.6911x-0.0355 0 0.5 1 2 3 3.5 1.5 2.5 Beam Deflection (mm) 400 500 600 Linear (400) Linear (500) Linear (600) Beam Deflection Data of Aluminum Load (N) 5 10 15 20 25 25 20 Distance between fulcrum (mm) 400 500 600 Beam Deflection (mm) 0.6 1.45 0.35 0.8 1.2 2.15 2.85 1.1 2.2 3.3 4.4 5.5 1.6 3.55 Aluminum 21 y-12.188x+0.4964 5 -400-500 Y 6.8378x 0.5039 y-4.5455x 2 3 5 Beam deflection (mm) 600-Linear (400)-Linear (500)-Linear (600) 4
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
Related questions
Question
Transcribed Image Text:Load (N)
30
25
20
15
10
5
0
0
Beam Deflection Data of Steel
Load (N)
Distance between fulcrum (mm)
400
500
Beam Deflection (mm)
600
5
0.15
0.2
0.3
10
0.2
0.35
0.55
15
0.3
0.5
0.85
20
0.4
0.65
1.1
25
0.5
0.8
1.4
Steel
y= 33.333x-1.6667
y = 54.878x-2.0122
♫
y = 18.164x -0.2576
0.2
0.4
0.6
0.8
1.2
1.4
1.6
1
Beam Deflection (mm)
400
500 A 600
-600 Linear (400) Linear (500) Linear (600)
1) The above are results from a beam bending test for steel, brass and aluminium
a) Give an overview of the graph:
i) steel
ii) brass
iii) aluminum
b) Discuss and compare between the graphs
c) Write a conclusion on your findings
Beam Deflection Data of Brass
Load (N)
5
10
15
20
25
(N) pео
30
25
20
15
10
5
0
Distance between fulcrum (mm)
400
500
Beam Deflection (mm)
600
0.25
0.6
0.1
0.35
0.6
1.15
0.65
0.98
1.7
0.7
1.35
2.3
0.95
1.65
2.9
y= 23.563x+2.0402
O
Brass
y 14.064x+1.4145
y = 8.6911x-0.0355
0
0.5
1
1.5
2.5
3
3.5
2
Beam Deflection (mm)
400-500 A A 600 Linear (400) Linear (500) Linear (600)
L
Beam Deflection Data of Aluminum
Load (N)
10
15
20
25
Load (N)
30
25
20
10
5
0
Distance between fulcrum (mm)
400
500
600
Beam Deflection (mm)
0.35
0.8
1.2
0.6
1.45
1.1
2.2
3.3
4.4
5.5
2.15
2.85
3.55
1.6
2
Aluminum
y 12.188x+0.4964
20
y 4.5455x
5
6
3
Beam deflection (mm)
A 600 Linear (400) Linear (500) Linear (600)
0
1
◆400
-400-500 - 600
v 6.8378x+0.5039
2
4
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