Q-5: Solve this question based on 2 different scenario: a. If FA = 45 kN and Fs = 53 kN, determine the magnitude of the resultant force and specify location of its point of application (x,y) on the slab. b. If the resultant force is required to act at the center of the slab, determine the magnitud the column loading Fa and Fs and the magnitude of the resultant force. 28 kN 0.75 m FB 12.5 m 88 kN | 24 kN 2.5 m 0.75 m 0.65 m 3 m 3 m 0.5 m
Q-5: Solve this question based on 2 different scenario: a. If FA = 45 kN and Fs = 53 kN, determine the magnitude of the resultant force and specify location of its point of application (x,y) on the slab. b. If the resultant force is required to act at the center of the slab, determine the magnitud the column loading Fa and Fs and the magnitude of the resultant force. 28 kN 0.75 m FB 12.5 m 88 kN | 24 kN 2.5 m 0.75 m 0.65 m 3 m 3 m 0.5 m
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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![Q-5: Solve this question based on 2 different scenario:
a. If FA = 45 kN and Fs = 53 kN, determine the magnitude of the resultant force and specify the
location of its point of application (x,y) on the slab.
b. If the resultant force is required to act at the center of the slab, determine the magnitude of
the column loading Fa and Fs and the magnitude of the resultant force.
28 kN
0.75 m
88 kN
FB 12.5 m
| 24 kN
2.5 m
0.75 m
0.65 m
3 m
3 m
0.5 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F85a59020-44d2-4754-a5f9-ac4ddb4634f2%2Feab86c9b-40a2-4677-af12-7901da94e07a%2Fmo0s903_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q-5: Solve this question based on 2 different scenario:
a. If FA = 45 kN and Fs = 53 kN, determine the magnitude of the resultant force and specify the
location of its point of application (x,y) on the slab.
b. If the resultant force is required to act at the center of the slab, determine the magnitude of
the column loading Fa and Fs and the magnitude of the resultant force.
28 kN
0.75 m
88 kN
FB 12.5 m
| 24 kN
2.5 m
0.75 m
0.65 m
3 m
3 m
0.5 m
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