Weld group — where it appears
Named by 2 essays across one field — each of them below, with the objects they name alongside it.
The corner that is not the worst point
Check the point furthest from the centroid. It is the standard rule for a weld group under an eccentric load, it is exactly right for some shapes, and for others it misses the peak by sixteen per cent — or picks one of four points it cannot tell apart whose stresses differ by two thirds.
The joint that has to be as good as the member
A splice exists because members come in lengths and structures do not. It has to deliver the same force, at the same stiffness, in the same distribution across the section, through a discontinuity — and each of those three requirements is met by a different feature of the detail, with the third one usually left to look after itself.
Named alongside it
The objects these essays reach for when they reach for this one.
ConnectionBolt groupCentroidContinuityContraflexureDuctilityEccentricityFillet weldJoint stiffnessLoad pathLoad sharingMoment rotation