3. Reactions on support E: Ex, Ey and Me for a 4. Reactions in cable to F: • Equilibrium Equations: 1. Fx = 0: there are FE → = lb; → support; → forces in x direction, hence Ex = lb;

Structural Analysis
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Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
The rig shown consists of a 1200-lb horizontal member ABC and a vertical member DBE welded together at B. The rig is
being used to raise a 3600-lb crate at a distance x = 11.7 ft from the vertical member DBE. If the tension in the cable is
3.4 kips, determine the reaction at E, assuming that the cable is anchored at F as shown in the figure.
3.75 ft
D
A
-17.5 ft
W = 1200 lb.
3600 lb
B
6.5 ft-
E
C
5 ft
10 ft
Solution:
Create FBD for the system by yourself, take the frame as your FB and detach it from supports:
forces and reactions on frame ABCDE.
. There are
supports, in total
• Identify each force and reactions with their magnitude and directions:
1. Weight of the crate Wcrate =
lb pointing
2. Self weight of the horizontal member ABC WABC
3. Reactions on support E: Ex, Ey and ME for a
4. Reactions in cable to F:
◆ =
lb;
lb pointing
support;
→
Transcribed Image Text:The rig shown consists of a 1200-lb horizontal member ABC and a vertical member DBE welded together at B. The rig is being used to raise a 3600-lb crate at a distance x = 11.7 ft from the vertical member DBE. If the tension in the cable is 3.4 kips, determine the reaction at E, assuming that the cable is anchored at F as shown in the figure. 3.75 ft D A -17.5 ft W = 1200 lb. 3600 lb B 6.5 ft- E C 5 ft 10 ft Solution: Create FBD for the system by yourself, take the frame as your FB and detach it from supports: forces and reactions on frame ABCDE. . There are supports, in total • Identify each force and reactions with their magnitude and directions: 1. Weight of the crate Wcrate = lb pointing 2. Self weight of the horizontal member ABC WABC 3. Reactions on support E: Ex, Ey and ME for a 4. Reactions in cable to F: ◆ = lb; lb pointing support; →
3. Reactions on support E: Ex, Ey and Me for a
4. Reactions in cable to F:
• Equilibrium Equations:
1.
Fx = 0: there are
2. F, = 0: there are
3. Σ ΜΕ = 0 :
kips-ft.
→ =
✪
lb;
→ forces in x direction, hence Ex =
*Wcrate
➜ support;
force in y direction, hence Ey =
*WABC +
*Ex +
lb;
lb;
*Ey + ME +
*T= 0, hence M₁ =
Transcribed Image Text:3. Reactions on support E: Ex, Ey and Me for a 4. Reactions in cable to F: • Equilibrium Equations: 1. Fx = 0: there are 2. F, = 0: there are 3. Σ ΜΕ = 0 : kips-ft. → = ✪ lb; → forces in x direction, hence Ex = *Wcrate ➜ support; force in y direction, hence Ey = *WABC + *Ex + lb; lb; *Ey + ME + *T= 0, hence M₁ =
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