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Problem 06.021 - Shearing stress in a beam having a non-symmetrical cross-se Consider the beam and loading shown. Given: X=24.5 kips X X A n 20 in. 20 in. 10 in. 7.25 in. B 34 30 b a 1.5 in. +1.5 in. in in. 8 in. roblem 06.021.b - Shearing stress in a beam having a non-symmetrical cro etermine the shearing stress at point b. (Round the final answer to three decimal places.) me shearing stress at point bis ksi.

Problem 06.021 - Shearing stress in a beam having a non-symmetrical cross-se Consider the beam and loading shown. Given: X=24.5 kips X X A n 20 in. 20 in. 10 in. 7.25 in. B 34 30 b a 1.5 in. +1.5 in. in in. 8 in. roblem 06.021.b - Shearing stress in a beam having a non-symmetrical cro etermine the shearing stress at point b. (Round the final answer to three decimal places.) me shearing stress at point bis ksi.

Elements Of Electromagnetics
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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Problem 06.021 - Shearing stress in a beam having a non-symmetrical cross-section Consider the beam and loading shown. Given: X=24.5 kips X X n n -20 in. 20 in. 10 in. 7.25 in. B in. 8 in. 1.5 in. a 1.5 in. Problem 06.021.b - Shearing stress in a beam having a non-symmetrical cross-section Determine the shearing stress at point b. (Round the final answer to three decimal places.) The shearing stress at point b is ksi.
Transcribed Image Text:Problem 06.021 - Shearing stress in a beam having a non-symmetrical cross-section Consider the beam and loading shown. Given: X=24.5 kips X X n n -20 in. 20 in. 10 in. 7.25 in. B in. 8 in. 1.5 in. a 1.5 in. Problem 06.021.b - Shearing stress in a beam having a non-symmetrical cross-section Determine the shearing stress at point b. (Round the final answer to three decimal places.) The shearing stress at point b is ksi.
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