How can I differentiate between internal and external forces in fbds. In problem 5.49 what is the difference between the two cases
How can I differentiate between internal and external forces in fbds. In problem 5.49 what is the difference between the two cases
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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How can I differentiate between internal and external forces in fbds. In problem 5.49 what is the difference between the two cases

Transcribed Image Text:Problem 5.48 The tension in cable BC is 100 lb.
Determine the reactions at the built-in support.
FBD:
Ay
Ax
Ма
200
← Note tension
is internal
to this FBD.
2=
300
A
B
200 lb
► 3 ft →3 ft →◄
6 ft
6 ft
300 ft-lb
Ax
EFx = A₂ = 0 → Ax=0
εF₁ = Ay - 200=0 → Ay = 20016.
EMA² = M₁ - 300 - 200 (3) = 0 → MA = 900 lb·ft

Transcribed Image Text:Problem 5.49 The tension in cable AB is 2 kN. What
are the reactions at C in the two cases?
* Assume all components
are weight less.
a) FBD:
T
{√₁₂₁²= = =²/²₂T+C₁₂₁₂=0
Cx ==T=IKN
≤E₁₂x = C²₂₂=0
EFy = C₁ = 0
Cy
A
'Cy
60° B C
Mc
Jocx
-2 m
Me
(a)
1 m
2
EM₂²² = M₁ = 0
Cx
A
60° BC
- 2 m
✦1m
EM ₂²/² = M₁₂ - T (3) - VT (1) =0 → Mc = 7₁, 73 kN.m
b) FBD:
tension is
internal to this FBD
(b)
EFy=C₂₂+T+₂ ²/² T = 0
C₁ = -3.73 KN
the
be
4
Popular
ww
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