A W10x45 tension member with no holes is subjected t service dead load of 200+(37*10) kN, a service live loc of 217kN and service moments Mdlx=x and MIlx=y. The member is 3.8 meters and laterally braced at its ends only. Assume Cb=1.0. Check adequacy in ASD and use A992 Gr. 50 Steel. Then make a conclusion recommendation from your findings x=30kN*m for men v-46kNºm for men

Steel Design (Activate Learning with these NEW titles from Engineering!)
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ISBN:9781337094740
Author:Segui, William T.
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Chapter5: Beams
Section: Chapter Questions
Problem 5.5.3P
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A W10x45 tension member with no holes is subjected to
service dead load of 200+(37*10) kN, a service live load
of 217kN and service moments Mdlx=x and Milx=y. The
member is 3.8 meters and laterally braced at its ends
only. Assume Cb=1.0. Check adequacy in ASD and use
A992 Gr. 50 Steel. Then make a conclusion
recommendation from your findings
x=30kN*m for men
y-46kN*m for men
Transcribed Image Text:A W10x45 tension member with no holes is subjected to service dead load of 200+(37*10) kN, a service live load of 217kN and service moments Mdlx=x and Milx=y. The member is 3.8 meters and laterally braced at its ends only. Assume Cb=1.0. Check adequacy in ASD and use A992 Gr. 50 Steel. Then make a conclusion recommendation from your findings x=30kN*m for men y-46kN*m for men
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