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10 in. P A y 16 lb 40 lb B D E 40 lb 15 in. 10 in. | 16 lb -P 10 in. Q.3) If P = 30 lb, replace the three couples with a single equivalent couple-moment expressed as a Cartesian vector.

10 in. P A y 16 lb 40 lb B D E 40 lb 15 in. 10 in. | 16 lb -P 10 in. Q.3) If P = 30 lb, replace the three couples with a single equivalent couple-moment expressed as a Cartesian vector.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter5: Beams And Frames: Shear And Bending Moment
Section: Chapter Questions
Problem 53P: For the beam shown: (a) determine the distance a for which the maximum positive and negative bending...
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10 in. Z P A 16 lb 40 lb 15 in. B a E 40 lb 15 in. C 10 in. 16 lb -P 10 in. x Q.3) If P = 30 lb, replace the three couples with a single equivalent couple-moment expressed as a Cartesian vector.
Transcribed Image Text:10 in. Z P A 16 lb 40 lb 15 in. B a E 40 lb 15 in. C 10 in. 16 lb -P 10 in. x Q.3) If P = 30 lb, replace the three couples with a single equivalent couple-moment expressed as a Cartesian vector.
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