How well did the graphical solutions agree with the measured values? 2. Why tension of the string equal to the weight on the load hanger? 3. Write the equations of equilibrium of particles
How well did the graphical solutions agree with the measured values? 2. Why tension of the string equal to the weight on the load hanger? 3. Write the equations of equilibrium of particles
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
1. How well did the graphical solutions agree with the measured values?
2. Why tension of the string equal to the weight on the load hanger?
3. Write the equations of equilibrium of particles ?

Transcribed Image Text:EXPERIMENT 3
RESULTS
DETERMINATION OF FORCES IN WALL JIB CRANE
Table 2. Summary of experimental and theoretical results
Experimental (N)
-from Table 1.
Theoretical (N)
computed values
Tension
Percent Difference
OBJECTIVE
To determine the experimental and theoretical values of the forces in the principal parts
10.79
16.78
35,69
of the jib crane.
T
32
37.17
13,9
APPARATUS REQUIRED
15981
15.981
Taring
OBSERVATIONS
1. How well did the graphical solutions agree with the measured values?
THEORY
Free body Diagram
175.5
2. Why tension of the string equal to the weight on the load hanger?
207
3. Write the equations of equilibrium of particles.
CONCLUSION

Transcribed Image Text:TABULATION
Determination of Experimental Values of Forces in the Principal Parts of Jib Crane:
Table 1. Experimental Force results
String
Force
Distance of Jib to
Tie Force Fr
Jib Force FJ
Length Length
(N)
(N)
Load W
Fs=W
of Tie
of Jib
(N)
(N)
(mm)
(mm)
Tie
Load
anchor
Newtons
pivot
(mm)
Kg
Newtons
(mm)
(kgx9.81)
400
530
380
150
0 +0.981
410
610
1.2
1.7
380
150
15.981
30
15,981
15.981
(adjusted)
400
~530
380
150
10,79
32
16,981
Find FT and Fj using the following equations:
EFx=0
EFy=0
F = W
E Fx = FjlcoS+1)+ FT Cos (175,5) + fs co3 (207) 4 15,981 Cos (276) =0
0,7 fj - 0,4FT - 0,8 Fg 4 0 s o
fs s W s15,981w
= 0,75j -0,9 fT - 0, 8 (I5,981) = o
0,7555- 0,9F- 12,7850
-o =7 5 Sin l41) 4 FTsin (175,5) + Fs Sin (2o7)415,98) Sin (27) =
s 0,6 Fj +0,07FT - 72 - 5,980
6,6f5+ 0,07 FT- 23,481 =0 →の
Efy
27°
Sotve O 80 FJs 37)7N
FS
Fp s16178N *
Fr a
207°
Fs
w3 15.98)
{ fy so
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