3-5.18. The roof truss in Fig. P-3-5.18 (p. 96) is supported by a hinge at A and a horizontal roller support at B. The wind loads are perpendicular to BC. Compute the total reactions at A and B.
3-5.18. The roof truss in Fig. P-3-5.18 (p. 96) is supported by a hinge at A and a horizontal roller support at B. The wind loads are perpendicular to BC. Compute the total reactions at A and B.
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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18
please answer the problems, the answer is already given i just need the solution
please type your answer if you can because i can't view written answers
![3-5.18. The roof truss in Fig. P-3-5.18 (p. 96) is supported by a hinge
at A and a horizontal roller support at B. The wind loads are perpendicular
to BC. Compute the total reactions at A and B.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0c3bc491-158b-4cf4-8fb4-175e3acec7e4%2F4e1b7c21-a08c-4f6d-bf65-fdf5671a7f5b%2Ftmuf1wq_processed.png&w=3840&q=75)
Transcribed Image Text:3-5.18. The roof truss in Fig. P-3-5.18 (p. 96) is supported by a hinge
at A and a horizontal roller support at B. The wind loads are perpendicular
to BC. Compute the total reactions at A and B.
![1000 lb
2000 lb
2000 lb
12'
1000 lb
7200 lb
6 panels @8' = 48'
%3D
Figure P-3-5.18](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0c3bc491-158b-4cf4-8fb4-175e3acec7e4%2F4e1b7c21-a08c-4f6d-bf65-fdf5671a7f5b%2F4are0x_processed.png&w=3840&q=75)
Transcribed Image Text:1000 lb
2000 lb
2000 lb
12'
1000 lb
7200 lb
6 panels @8' = 48'
%3D
Figure P-3-5.18
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