e section have cracked and use the transformed-area method esses for the load given. 17 in. 5 k/ft (including beam weight) 20 4 #8 -24 ft- 2늘 im.

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
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Author:Segui, William T.
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Chapter3: Tension Members
Section: Chapter Questions
Problem 3.3.1P
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Assume the section have cracked and use the transformed-area method to compute the
flexural stresses for the load given.
n= 10
1.5 k/ft (including beam weight)
17 in.
20 in.
4 #8
-24 ft-
2 in.
-12 in-
Transcribed Image Text:Assume the section have cracked and use the transformed-area method to compute the flexural stresses for the load given. n= 10 1.5 k/ft (including beam weight) 17 in. 20 in. 4 #8 -24 ft- 2 in. -12 in-
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