steel design lrfd aisc steel manual 14th edition column design tutorial professor louie l yaw c draft date october 13 2011 1 introduction according to the lrfd methodology columns must ...
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...Steel design lrfd aisc manual th edition column tutorial professor louie l yaw c draft date october introduction according to the methodology columns must be selected such that following basic equation is satised p n u therefore requires determination of pn do this for a particular slenderness kl r determined outlines relevant information needed obtain s governing and then sub sequently determine ratio every has calculated as where k eective length fac tor radius gyration cross section about axis governs buckling compression members preferably should not exceed may need each largest values or x y possibly used z factor depending on type building end conditions deteremined follows braced frames non sway i moment connections at joints ii in frame case rare since it generally logical economical have with value by using nomograph see page g top bottom under consideration beams taken pinned base xed b unbraced found are given previously again respectively modied when nomographs any above st...