6. Determine the resultant of the load acting on the beam ABC and the location of the resultant from point C. 1200 lb/ft y 1700 Ib/ft 6 ft- |B -8 t-
6. Determine the resultant of the load acting on the beam ABC and the location of the resultant from point C. 1200 lb/ft y 1700 Ib/ft 6 ft- |B -8 t-
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![145° 2.5 m
-1 m--
2m
4 of 4
600 N
6. Determine the resultant of the load acting on the beam ABC and the location of the
resultant from point C.
1200 lb/ft
y
1700 lb/ft
C
6 ft-
8 ft
7. Determine the resultant couple moment acting on the triangular plate.
200 Ib
.150 lb
200 Ib
150 Ib
ft
300 Ib
300 lb
8. Determine the resultant couple moment of the three couples acting on the plate.
F- 200 lb
F3 = 300 lb
-d, = 4 ft-
F, = 450 lb A
d3 =5 ft
e
dy = 3 ft
F= 450 lb
B.
F = 200 lb
F = 300 lb
9. Determine the couple moment acting on the pipe assembly and express as vectors.
FA = 450 N
0.4 m
0.3 m
В
F=450 N](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F7e6536f8-d9aa-4b3d-a350-85e3e1547b78%2F512d7c0d-6d07-4aec-b611-448ef781986c%2F6tlkph_processed.jpeg&w=3840&q=75)
Transcribed Image Text:145° 2.5 m
-1 m--
2m
4 of 4
600 N
6. Determine the resultant of the load acting on the beam ABC and the location of the
resultant from point C.
1200 lb/ft
y
1700 lb/ft
C
6 ft-
8 ft
7. Determine the resultant couple moment acting on the triangular plate.
200 Ib
.150 lb
200 Ib
150 Ib
ft
300 Ib
300 lb
8. Determine the resultant couple moment of the three couples acting on the plate.
F- 200 lb
F3 = 300 lb
-d, = 4 ft-
F, = 450 lb A
d3 =5 ft
e
dy = 3 ft
F= 450 lb
B.
F = 200 lb
F = 300 lb
9. Determine the couple moment acting on the pipe assembly and express as vectors.
FA = 450 N
0.4 m
0.3 m
В
F=450 N
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