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Recent content by sankers
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is reduction to allowable capacity required when using omega loads?
Hi, My question is when using the seismic overstrength loads (omega loads) to design an anchorage system or any other type of drag connection, does one still need to reduce the nominal capacity of the element to an allowable capacity. For example, if analyzing a tension member in a connection...- sankers
- Thread
- Replies: 1
- Forum: Structural engineering general discussion
