5.1 The light boom AB is attached to the vertical wall by a ball supported by two cables at B. A force P = (12i – 16k) kN is applied at B. Note that R. the reaction at A, acts along the boom, because it is a two-force body. Compute the cable Socket Joint at A and tensions and R..
5.1 The light boom AB is attached to the vertical wall by a ball supported by two cables at B. A force P = (12i – 16k) kN is applied at B. Note that R. the reaction at A, acts along the boom, because it is a two-force body. Compute the cable Socket Joint at A and tensions and R..
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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Question 5.1
![5.1 The light boom AB is attached to the vertical wall by a ball-
supported by two cables at B. A force P = (12i – 16k ) kN is applied at B. Note that R.
the reaction at A, acts along the boom, because it is a two-force body. Compute the cable
Socket Joint at A and
tensions and RA.
5.2 The cables exert the forces shown on the pole. Assuming the pole is supported by a
ball-and-socket joint at its base; Determine the components of reaction at A. The forces of
140 kN and 75 kN lie in a horizontal plan.
2 m
75 kN
D.
4 m
2 m
140 kN
15 cm
6m
10 ст
5 cm
Fig. P5.1
Fig. P5.2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd32e27b4-d4cc-4492-b987-15da5c8d951b%2F44dc2ce0-dae3-46db-b163-d344f94744c1%2Fx4k0ane_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5.1 The light boom AB is attached to the vertical wall by a ball-
supported by two cables at B. A force P = (12i – 16k ) kN is applied at B. Note that R.
the reaction at A, acts along the boom, because it is a two-force body. Compute the cable
Socket Joint at A and
tensions and RA.
5.2 The cables exert the forces shown on the pole. Assuming the pole is supported by a
ball-and-socket joint at its base; Determine the components of reaction at A. The forces of
140 kN and 75 kN lie in a horizontal plan.
2 m
75 kN
D.
4 m
2 m
140 kN
15 cm
6m
10 ст
5 cm
Fig. P5.1
Fig. P5.2
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