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A 2.27 m y I 1 L--x 490 N-m f 0.69 m 8 66° 0.13 0.13 1.34 KN

A 2.27 m y I 1 L--x 490 N-m f 0.69 m 8 66° 0.13 0.13 1.34 KN

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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. 1.90 KN 0.69 m 2.27 m- 66° A 1 L--x 490 N·m 1.34 KN 0.13 m 0.13 m
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 R at A. The couple is positive if counterclockwise, negative if clockwise. 1.90 KN 0.69 m 2.27 m- 66° A 1 L--x 490 N·m 1.34 KN 0.13 m 0.13 m
Question 4 of 15 A rance is ± 1 in the 3rd nt digit. M = R = i e Textbook and Media Save for Later I < 2.27 m- L--x 490 N·m 8 kN•m i+ PI 66° 1.34 KN 0.13 m 0.13 m j) kN
Transcribed Image Text:Question 4 of 15 A rance is ± 1 in the 3rd nt digit. M = R = i e Textbook and Media Save for Later I < 2.27 m- L--x 490 N·m 8 kN•m i+ PI 66° 1.34 KN 0.13 m 0.13 m j) kN
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