Tag Archives
AD 251: Equivalent Uniform Moment Factor, m (italic)
BS 5950-1: 2000 sees the demise of the n factor method when calculating buckling resistance Mb. In Section 4, the m factor method is the only approach …
AD 250: Choice of Steel Sub-Grade
During a recent seminar on the Amendments to BS 5950-1, a straw poll of the (large) audience indicated that only 5% of the structural engineers present …
