Is the beam shown below adequate for moment stresses?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Is the beam shown below adequate for moment stresses? Use LRFD.
Take the elastic section modulus as 123.0 in3, Steel yield stress as 59.72 ksi, and use wuL2/8 to calculate the required moment strength.
Transcribed Image Text:DL = 0.227 kilo lb/ft
LL =0.610 kilo lb/ft
-32.93 ft
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