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The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The couple is positive if counterclockwise, negative if clockwise. 2.02 KN 0.42 m 1.71 m- 69⁰ A Answers: M = i R=(i I L -x 560 N.m 3 6 kN.m i+ i 10.17 m 0.17 m 1.24 KN j) kN

The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant R at A. The couple is positive if counterclockwise, negative if clockwise. 2.02 KN 0.42 m 1.71 m- 69⁰ A Answers: M = i R=(i I L -x 560 N.m 3 6 kN.m i+ i 10.17 m 0.17 m 1.24 KN j) kN

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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The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant Rat A. The couple is positive if counterclockwise, negative if clockwise. 2.02 KN 0.42 m 1.71 m- 69⁰ A Answers: M = i R=( i Attempts: 0 of 1 used Submit Answer y I I L--x Save for Later 560 N.m 3 6 kN.m i+ i 10.17 m 0.17 m 1.24 KN j) kN
Transcribed Image Text:The flanged steel cantilever beam with riveted bracket is subjected to the couple and two forces shown, and their effect on the design of the attachment at A must be determined. Replace the two forces and couple by an equivalent couple M and resultant Rat A. The couple is positive if counterclockwise, negative if clockwise. 2.02 KN 0.42 m 1.71 m- 69⁰ A Answers: M = i R=( i Attempts: 0 of 1 used Submit Answer y I I L--x Save for Later 560 N.m 3 6 kN.m i+ i 10.17 m 0.17 m 1.24 KN j) kN
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