Portal frame - eaves moment connection

[mowafi3m]

Portal frame - eaves moment connection (example )

This example presents a method for calculating the moment resistance and the shear resistance of an eaves moment connection, as well as the design of welds. For the calculation of the moment resistance a simplified conservative method is used, which makes possible to avoid the calculation of bolt row groups. The connection is a Category A: Bearing type bolted connection using non-preloaded bolts.

Code:

***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:

http://forum.civilea.com/thread-27464.html
***************************************