Matching and Non-Matching Welding Electrodes
Welded connections in structural applications are normally designed with matching electrodes, as listed in Table 4 of CSA Standard S16 for steels produced to CSA G40.21, "Structural Quality Steel". Starting [...]
Seismic Corner: When Other Loads Govern
For practicality and economic reasons, codes are reluctant to enforce design for full elastic forces, especially where seismic forces are large. Inelastic design complicates the design substantially and has led [...]
CISC Design Modules – Module 2
Eccentrically Loaded Weld Groups The second module in CISC's Design Modules lineup, "Eccentrically Loaded Weld Groups" is now available. The first module on "Eccentrically Loaded Bolt Groups" was the subject [...]
Steel Design Series – Welded Shapes – 1976 Series
Part 5 of the Steel Design Series (SDS-5) provides tables of properties and dimensions for the first series of Welded Wide-Flange (WWF) sections produced to metric dimensions, reprinted from the [...]
CISC Steel Design Modules – Module 1 Eccentrically Loaded Bolt Groups
CISC is introducing the first module in a new lineup of upcoming Steel Design Modules. Module 1, "Eccentrically Loaded Bolt Groups", covers traditional methods for determining the resistance of bolt [...]
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.
