The CISC Handbook contains a number of tables for Eccentric Loads on Bolt Groups in Part 3. The tables (3-14 to 20) include groups with one to four columns of [...]
Dr. Muntasir Billah, P.Eng. Assistant Professor, Department of Civil Engineering, Lakehead University Column base plate connections, typically consisting of a steel member welded to a steel base plate connected [...]
CISC Steel Expert Bob Shaw The new CSA S16:19 Design of steel structures introduces "Guidance for specifying third party inspection of steel structures" as an informative annex. [...]
A typical concentrically braced frame featuring X-bracing and subject to a lateral load "P" is illustrated in Figure 1. The compression brace (C) is susceptible to in-plane buckling, although out-of-plane [...]
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CISC provides the Steel Knowledge BLOG as a part of its commitment to the education of those interested in the use of steel in construction. Neither CISC nor the authors assume responsibility for errors or oversights resulting from the use of the information contained herein. When a solution is suggested it may not necessarily apply to a particular structure or application, and is not intended to replace the expertise of a professional engineer, architect or other licensed professional.