Pricing
Data for Column Web Reinforcement and Stiffeners
The data entry boxes are labeled with descriptive names. In general, the user need not define any data here in the automatic design mode. If the beam is near the top of the column, this has to be defined by “checking” the “Beam Near Top of Column” box and defining the distance between the TOB and TOC for both beams. If the box “Use Extended Doubler Plate” is checked, the doubler plate(s) will extend beyond the stiffeners a minimum distance of 2.5k for directly welded flange or flange plate, and 3k+tp for end plate moment connections (k = column k distance, tp = end plate thickness.) This item is ignored and the doubler plate is extended beyond the element delivering the force if stiffeners are not present.
In the “check” mode the user may redefine the dimensions computed by the program.
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