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100 mm 25 mm 125 mm M. 75 mm The beam is subjected to an internal moment of M = 3 kNm. 25 mm 75 mm -75 mm 25 mm Determine the resultant force of the bending stress distribution acting on the top vertical board A. O kN FR = 57.25

100 mm 25 mm 125 mm M. 75 mm The beam is subjected to an internal moment of M = 3 kNm. 25 mm 75 mm -75 mm 25 mm Determine the resultant force of the bending stress distribution acting on the top vertical board A. O kN FR = 57.25

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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100 mm 25 mm 25 mm M. = 3 kNm. 75 mm The beam is subjected to an internal moment of M 25 mm 75 mm 75 mm 25 mm Determine the resultant force of the bending stress distribution acting on the top vertical board A. FR 57.25 O kN
Transcribed Image Text:100 mm 25 mm 25 mm M. = 3 kNm. 75 mm The beam is subjected to an internal moment of M 25 mm 75 mm 75 mm 25 mm Determine the resultant force of the bending stress distribution acting on the top vertical board A. FR 57.25 O kN
English First determine the position of the centroid above the bottom edge of the cross section. Ye = 84.72 Correct response: 84.72 ± 1.0% mm English Then determine the moment of inertia. I = 15100000 4 Correct response: 23160000 ± 1.0% mm² English Now you can calculate the resultant force of the bending stress distribution acting on the top vertical board A. FR = 37.3 Correct response: 21.143393 ± 1.0% kN
Transcribed Image Text:English First determine the position of the centroid above the bottom edge of the cross section. Ye = 84.72 Correct response: 84.72 ± 1.0% mm English Then determine the moment of inertia. I = 15100000 4 Correct response: 23160000 ± 1.0% mm² English Now you can calculate the resultant force of the bending stress distribution acting on the top vertical board A. FR = 37.3 Correct response: 21.143393 ± 1.0% kN
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