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The beam shown is supported by a Roller at C and is fixed to the wall at A. The beam has an internal hinge at point B. Calculate the following reactions (Round to the nearest one decimal place- Enter O if there is no reaction): A 4' 500 lb 4' 3 B The reaction at C in the x direction is The reaction at C in the y direction is The moment reaction at C is The reaction at A in the x direction is The reaction at A in the y direction is The moment reaction at A is 8' 400 lb 45° 4' C ř

The beam shown is supported by a Roller at C and is fixed to the wall at A. The beam has an internal hinge at point B. Calculate the following reactions (Round to the nearest one decimal place- Enter O if there is no reaction): A 4' 500 lb 4' 3 B The reaction at C in the x direction is The reaction at C in the y direction is The moment reaction at C is The reaction at A in the x direction is The reaction at A in the y direction is The moment reaction at A is 8' 400 lb 45° 4' C ř

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 beam shown is supported by a Roller at C and is fixed to the wall at A. The beam has an internal hinge at point B. Calculate the following reactions (Round to the nearest one decimal place- Enter O if there is no reaction): A 4' 500 lb 4' 3 B The reaction at C in the x direction is The reaction at C in the y direction is The moment reaction at C is The reaction at A in the x direction is The reaction at A in the y direction is The moment reaction at A is 8' 400 lb 45° 4' C ř
Transcribed Image Text:The beam shown is supported by a Roller at C and is fixed to the wall at A. The beam has an internal hinge at point B. Calculate the following reactions (Round to the nearest one decimal place- Enter O if there is no reaction): A 4' 500 lb 4' 3 B The reaction at C in the x direction is The reaction at C in the y direction is The moment reaction at C is The reaction at A in the x direction is The reaction at A in the y direction is The moment reaction at A is 8' 400 lb 45° 4' C ř
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