The final design of the low roof moment connection is as follows;
1-in = 25.4mm
1plf = 14.58n/m
Longitudinal direction;
Braced frames;
A typical brace connection located at the foot of the column will be designed;
Determine demand;
It is decided to design the brace connection using the maximum load that can be delivered to it by the
brace;
Ru = RyFyAg = 1.5(46ksi)4.0 9-in2 = 282k (1.25MN)
Tension;
H4-55
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