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D H -B E G -30– -22'– -22' 12→|

D H -B E G -30– -22'– -22' 12→|

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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Consider the given figure. D F H A В E G +12→ -30- -22'- -22'-12→|
Transcribed Image Text:Consider the given figure. D F H A В E G +12→ -30- -22'- -22'-12→|
If a uniform load of 5 kips/ft is applied over the entire length of the beam, compute the reactions at B, C, and E, and moments at Cand E. kips, and the direction is (Click to select) v The magnitude of the reaction By is The magnitude of the reaction Cy is The magnitude of the reaction Ey is kips, and the direction is (Click to select) v kips, and the direction is (Click to select) v kip-ft, and the direction is (Click to select) v kip-ft, and the direction is (Click to select) The magnitude of the moment Mcis The magnitude of the moment MEis
Transcribed Image Text:If a uniform load of 5 kips/ft is applied over the entire length of the beam, compute the reactions at B, C, and E, and moments at Cand E. kips, and the direction is (Click to select) v The magnitude of the reaction By is The magnitude of the reaction Cy is The magnitude of the reaction Ey is kips, and the direction is (Click to select) v kips, and the direction is (Click to select) v kip-ft, and the direction is (Click to select) v kip-ft, and the direction is (Click to select) The magnitude of the moment Mcis The magnitude of the moment MEis
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