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 [...]
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 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 [...]
The tables of Properties and Dimensions in Part 6 of the Handbook provide values of the depth (d), width (b) and wall thickness (t) of square and rectangular hollow structural [...]
Selecting the bolt length for any given grip and bolt diameter can be facilitated by using the chart entitled "Bolt Lengths for Various Grips" on page 6-167 in the Handbook [...]
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