Column base plates

Column base plates

4.11 - 1251 ratings - Source

John T. DeWolf, David T. Ricker American Institute of Steel Construction ... as thick as the method of the AISC 8th Edition Manual, it is recommended that Model 2, i.e., na#39; = lAs/dbf I = max (m, n, na#39;) , a–i - 24, be used to replace the current AISC 9th anbsp;...

Title:Column base plates
Author:John T. DeWolf, David T. Ricker
Publisher:Amer Inst of Steel Construction - 1990-05


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