cold-Formed Zee purlins lap connection, we have bolting on webs only.
However, one of consultant raising the issue states that “When we achieve the continuous action there is a moment sharing between flanges and webs, but shows connection by bolts for purlins at web only” then how flange forces...
Iam working in PEB industry, when we are designing the a building with Seismic load resistance system.
As per ASCE7 (sec 12.10.2) specify the over strength factor is applicable for collector elements (spices, connections, [highlight #FCE94F]Bracings[/highlight] etc.,)
We are using the Metal...
