2 k/ft -15 t- +6ft El = constant E= 29,000 ksi I-3,500 in.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Determine the maximum deflection using Moment-Area Method for the shown beam. 

2 k/ft
-15 ft-
+6 ft
El - constant
E= 29,000 ksi
1 = 3,500 in.4
Transcribed Image Text:2 k/ft -15 ft- +6 ft El - constant E= 29,000 ksi 1 = 3,500 in.4
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