Just a simple question, have there been any changes in dead load values with the change from british standards to eurocodes? i know the the FOS has changed from 1.4 to 1.35 but just in terms of material self weights
For my undergrad dissertation im using threaded rods instead of a conventional welded stiffener to stiffen the compression zone in a beam column moment connection. The bolts in the bottom of the end plate are replaced wit threaded rods and run throught the column and attached to both flanges of...
