1. The pipe ABCDE is supported by ball-and-socket joints at A and D and by cable ECF that passes through a ring with negligible friction at C and is attached to hooks at E and F. Knowing that the frame supports a uniformly distributed load of 1500 N/m along segment CD, answer the following questions. 490 mm 480 mm E F 180 mm D 1500 N/m 160 mm 240 mm x Ring C 2. Which of the following shows the correct vector representation of the resultant of the two tension forces acting at ring C? Note that T_CF=T_CE = T 3. Which of the following best approximates the magnitude and application of the single resultant force F_CD equivalent to the applied distributed load?

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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1. The pipe ABCDE is supported by ball-and-socket joints at A and D and by cable ECF that
passes through a ring with negligible friction at C and is attached to hooks at E and F.
Knowing that the frame supports a uniformly distributed load of 1500 N/m along segment
CD, answer the following questions.
490 mm
480 mm
E
F
180 mm
B
1500 N/m
160 mm
240 mm x
Ring C
2. Which of the following shows the correct vector representation of the resultant of the
two tension forces acting at ring C? Note that T_CF = T_CE = T
3. Which of the following best approximates the magnitude and application of the single
resultant force F_CD equivalent to the applied distributed load?
Transcribed Image Text:1. The pipe ABCDE is supported by ball-and-socket joints at A and D and by cable ECF that passes through a ring with negligible friction at C and is attached to hooks at E and F. Knowing that the frame supports a uniformly distributed load of 1500 N/m along segment CD, answer the following questions. 490 mm 480 mm E F 180 mm B 1500 N/m 160 mm 240 mm x Ring C 2. Which of the following shows the correct vector representation of the resultant of the two tension forces acting at ring C? Note that T_CF = T_CE = T 3. Which of the following best approximates the magnitude and application of the single resultant force F_CD equivalent to the applied distributed load?
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