SOLVE THIS TABLE TOPIC ABOUT STRENGTH OF MATERIALS LABORATORY ?BENDING TEST SECOND STAGE Example: Copper Material Distance between anchor= 100 mm L= Im h=6.5mm, b 25.5 mm I= bh/12 = 583.6 mm Y = h/2 = 6.5/2

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
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HELLO SIR, COULD YOU
SOLVE THIS TABLE TOPIC
ABOUT STRENGTH OF
MATERIALS LABORATORY
?BENDING TEST
SECOND STAGE
Example: Copper Material
Distance between anchor= 100 mm
L= Im
h = 6.5mm, b 25.5 mm
I= bh/12 = 583,6 mm
Y = h/2 = 6.5/2
Mass
F (N)
Moment
02 (N/m)=
E (N/m?)
1/R
No.
R (m)
(gm)
(N.m)
(mm)
(m")
5.463*10 14.008*1010 1.04*10
10.926* 10 11.06 *1010
100
0.981
0.0981
0.13
961.238
2
200
1.962
0.1962
0,38
328.947
300
0.53
4
400
0,7
500
1.07
6.
600
1.29
7
700
1.49
8.
800
1.7
9
900
1.89
10
1000
2.16
5. CALCULATION
R
Where:
M- Moment
I- Area Moment of Inertia (kg/m)-x (m)
12
o Stress (MPA)
ye= Thickness h/2 (mm)
E- Young's Modulus
R- Radius of Curvature (mm)
If an arm is subjected to a bending moment, we can use Equation (1) to calculate
(bending stress, bending amount, bend radius of the bar, modulus of elasticity of
the bar material). By knowing the magnitude of the effective moment (M) and the
moment of inertia of the rod section (I), and in the given case in the experiment,
the radius of the rod curve (R) can be calculated with an acceptable approximation
according to the following figure:
R
R-8
L/2
From the above triangle and according to Pythagoras law:
R' -
A
+ (R-8) .2
L
E+R -2 x 8xR+8 .3
R
While & is a small number, then; we can neglect (8) from other side and the
equation will be come:
2xRx8 = L
.4
L
R =
8x8
Now as we can calculate (I, M, R) then we can also calculate Young's Modulus for
the material.
By return to Equation (1) we find that:
Ex y
R
.7
The value of (6) resulting from the two equations (6 and 7) proves the validity of
the equation (1).
Transcribed Image Text:HELLO SIR, COULD YOU SOLVE THIS TABLE TOPIC ABOUT STRENGTH OF MATERIALS LABORATORY ?BENDING TEST SECOND STAGE Example: Copper Material Distance between anchor= 100 mm L= Im h = 6.5mm, b 25.5 mm I= bh/12 = 583,6 mm Y = h/2 = 6.5/2 Mass F (N) Moment 02 (N/m)= E (N/m?) 1/R No. R (m) (gm) (N.m) (mm) (m") 5.463*10 14.008*1010 1.04*10 10.926* 10 11.06 *1010 100 0.981 0.0981 0.13 961.238 2 200 1.962 0.1962 0,38 328.947 300 0.53 4 400 0,7 500 1.07 6. 600 1.29 7 700 1.49 8. 800 1.7 9 900 1.89 10 1000 2.16 5. CALCULATION R Where: M- Moment I- Area Moment of Inertia (kg/m)-x (m) 12 o Stress (MPA) ye= Thickness h/2 (mm) E- Young's Modulus R- Radius of Curvature (mm) If an arm is subjected to a bending moment, we can use Equation (1) to calculate (bending stress, bending amount, bend radius of the bar, modulus of elasticity of the bar material). By knowing the magnitude of the effective moment (M) and the moment of inertia of the rod section (I), and in the given case in the experiment, the radius of the rod curve (R) can be calculated with an acceptable approximation according to the following figure: R R-8 L/2 From the above triangle and according to Pythagoras law: R' - A + (R-8) .2 L E+R -2 x 8xR+8 .3 R While & is a small number, then; we can neglect (8) from other side and the equation will be come: 2xRx8 = L .4 L R = 8x8 Now as we can calculate (I, M, R) then we can also calculate Young's Modulus for the material. By return to Equation (1) we find that: Ex y R .7 The value of (6) resulting from the two equations (6 and 7) proves the validity of the equation (1).
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