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Members Subject To Both and Bending Stresses Must Satisfy The Following Equation

This chapter discusses columns and other compression members that are subject to both axial tension and bending stresses. Members in this situation must satisfy an equation that accounts for the computed bending stress, computed axial tensile stress, allowable bending stress, and governing allowable tensile stress. The stresses must be such that their combination based on the factors in the equation is less than 1.

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49 views1 page

Members Subject To Both and Bending Stresses Must Satisfy The Following Equation

This chapter discusses columns and other compression members that are subject to both axial tension and bending stresses. Members in this situation must satisfy an equation that accounts for the computed bending stress, computed axial tensile stress, allowable bending stress, and governing allowable tensile stress. The stresses must be such that their combination based on the factors in the equation is less than 1.

Uploaded by

kenjam89mb
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Chapter 04 — Columns and Other Fundamentals of

260 Compression Members Structural Steel Design


6.3 AXIAL TENSION AND BENDING

Members subject to both axial tension and bending stresses must satisfy the
following equation:
4
h 1/
< Eq. 6.6
Ft Fhx Fhy

where f, is the computed bending stress, f a is the computed axial tensile stress,
Ft, is the allowable bending stress and F, is the .governing allowable tensile
stress.

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