Civil Engineering Association

Full Version: Lateral torsional buckling of slender concrete girders according to Stiglat
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Does anyone have or know the literature where I could find the exact procedure for lateral stability proof of concrete beams according to Stiglat? I found some stuff on web but can't find some tables for beta and k1, k2 & k3 coefficients?

Or does anyone know any other calculation method for this problem and literature?