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. A 2.16 m- Y I L--x 500 N·m 0.67 m 6 1.86 KN 75° 10.13 m 10.13 m 1.25 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. A 2.16 m- Y I L--x 500 N·m 0.67 m 6 1.86 KN 75° 10.13 m 10.13 m 1.25 KN
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
![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.
A
Answers:
M=
R = (
i
i
2.16 m.
L--x
500 N·m
0.67 m
i+
6
kN.m
i
1.86 KN
75°
1.25 KN
0.13 mi
0.13 m
j) kN](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe8007b88-b5a5-4af5-8531-504cd61705d4%2Fda67e842-3952-43d5-b6bf-c0adbdd90563%2Fnfcqsr_processed.png&w=3840&q=75)
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.
A
Answers:
M=
R = (
i
i
2.16 m.
L--x
500 N·m
0.67 m
i+
6
kN.m
i
1.86 KN
75°
1.25 KN
0.13 mi
0.13 m
j) kN
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