Multiple Choice Questions 1. Select the correct equations of equilibrium, E F = 0 and E F, = 0 for the forces shown in the figure. 200 N 60
Multiple Choice Questions 1. Select the correct equations of equilibrium, E F = 0 and E F, = 0 for the forces shown in the figure. 200 N 60
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Can someone show me all the work for all these problems please?

Transcribed Image Text:ENGR 2301
12. The force has a component of 20 N directed along the -y axis as shown. Represent the force
F as a Cartesian vector.
13. Determine the component of projection of the force F along the pipe AB.
F-|-201 – 30j +60k) Ib
4 ft
30
Answers:
1-6: ABBCA, B
7: F2x = -318.2 N, F2y=318.2 N
8: 666 N
9: FR=567 N, 0=38.1° 2
10: R = 300 N, 0 = 36.9°
11: x = 24 ft, y = 18 ft, z = 16 ft
12: F= (7.90i – 20j + 8.42k) N
13: 36 Ib

Transcribed Image Text:ENGR 2301
CH 3 Exam Review Problems
Multiple Choice Questions
1. Select the correct equations of equilibrium, EF = 0 and E F, = 0 for the forces shown in the figure.
200 N
60
A) P() - F sin 60° – 200 sin 15° = 0 and -P
(2) - F cos 60° + 200 cos 15° = 0
B) P () - F sin 60° – 200 sin 25° = 0 and -P
2) - F cos 60° + 200 cos 25° = 0
C) P (2) - F sin 60° – 200 sin 25° = 0 and -P
().
- F cos 60° + 200 cos 25° = 0
D) P(=) - F sin 60° – 200 sin 15° = 0 and -P
- F cos 60° + 200 cos 25° = 0
2. The box has weight W and is held in place on the smooth inclined surface by rope AB. A rotated
coordinate system is used as shown in the figure. Draw the free-body diagram of the box and
select the correct force equilibrium equation along the x direction.
50
A) -T sin 30° +W sin 50° = 0
B) –T sin 30° +W cos 50° + N sin 50° = 0
C) -T cos 30° + W sin 50° = 0
D) -T cos 30° + W cos 50° + N sin 50° = 0
3. Determine the force in each strut and tell whether it is in tension or compression. Determine
the force in each strut and tell whether it is in tension or compression.
E Fac
W=20 Ib
A) Fab = 11.47 Ib T, Fac = 25.0 lb C, Fad = 14.97 Ib C
B) Fab = 1.76 Ib T, Fac = 5.00 lb T, Fad = 3.53 Ib C
C) Fab = 11.47 Ib C, Fac = 25.0 lb T, Fad = 14.97 Ib C
D) Fab = 1.76 Ib C, Fac = 5.00 lb T, Fad = 3.53 Ib C
1
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