A Beginner's Guide to the Steel Construction Manual, 13th ed. (old) Chapter 8 - Bending Members © 2006, 2007, 2008 T. Bartlett Quimby |
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Section 8.2 Flexure Last Revised: 06/16/2011 Bending members are subjected to internal moments which create both tensile and compression stress in the cross section. The compression effects are of significant concern as buckling (both local and overall) can limit the strength of a beam section. The tension effects do not cause buckling, however, they may cause yielding in the beams. Chapter F of the SCM specification covers the various limit states associated with flexural strength. The SCM separately defines the different flexural limit states as:
SCM Table F1.1 (SCM pg 16.1-45) is useful in determining the limit state that applies to each section and situation. The table also directs you to the appropriate part of SCM Chapter F for each case. Take some time to review this table. Note that the applicable limit states are dependent on the compact criteria for the flanges and webs. This is because most of the limit states are concerned with buckling behavior of the compression elements in the cross section. While Chapter F is very thorough in covering most possible conditions, the most common condition is covered by section F2: Doubly symmetric compact I-shaped members and channels bent about their major axis. The discussion in this text will focus primarily on this condition plus minor axis bending. The limit states that are covered are Y, LTB, and FLB. <<< Previous Section <<< >>> Next Section >>>
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