CHAPTER 3. COMPRESSION MEMBER DESIGN 3.1 …
Buckling of axially loaded compression members • The critical buckling load Pcr for columns is theoretically given by Equation (3.1) Pcr = ()2 2 K L π E I (3.1) where, I = moment of inertia about axis of buckling K = effective length factor based on end boundary conditions • Effective length factors are given on page 16.1-189 of the AISC ...
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