I read the thread and noticed something and had to ask-
Being as how I had tested some of the first wire-nuts for approval for the military (back when they were introduced and before they were widely used in residential and commercial work) I was interested in knowing why most posters recommended twisting the wires before they put on the wire nut.
Basically, I wondered where they got that information? Not that it isn't proper practice nowadays to use that process with the various types of wire nut designs and all would pass UL. I ask out of curiosity because in our tests by twisting first and then applying the nut, back then about half failed the capacity test, while laying straight wires and turning them with the nut had no failures. In fact, the instructions were quite specific about NOT twisting first.
Theory (verified by inspection of a proper sample size) was that the truncated cone shape of the screw would create a lot of pressure on the wires and that pressure was used with the mechanical smearing of the crossing wires so as to flatten and "weld" the copper. If the wires were twisted first, the pressure couldn't smear the circumference of the wires-in-contact in order to broaden the surface-in-contact. They would just be captured. The twisting was merely a side effect of the mechanical-smearing-under-pressure mechanism, and not necessarily something desirable in itself
In other words, all that the pre-twisted wires ever did were lay under a greater pressure than without the nut (with a little smearing at the ends) while the parallel wires twisted by the nut saw the very high pressure from the screw- effect "going up the bundle" and they smeared to a larger contact surface area and welded all along the wires under the nut rather than just the tip - the weld went up the bundle until the pressure from the force from the turning was below that needed to smear and weld the metal . (We turned some just a bit, and then backed off the nut and checked. Did it again and again with several numbers of turns to verify the welding)
Because a cylindrical pair-triangle-quadrangle was put into a cone, there was nearly point contact along the narrow ring where they met and thus very high pressure. So as the bundle was smeared along the cone and forced into the cone shape alnong the outside, the wires in contact were being squeezed onto each other as they were turned across their long axis by the twisting of the long axis, in effect welding the soft copper in contact to a depth into the wire proportional to the pressure at that area. The screw didn't just apply its pressure all along the wire bundle at once, but the pressure moved up the bundle as the twist just ahead of the nut twisting-under-the-nut-pressure-area turned the wires at the point of max force. You ended up with maximum deformation of the copper and thus maximum surface area in contact The spring-core type gave a wider range of deflection with the same pressure as the screw types, but less pressure.
So I assume UL has changed their requirement (from the old informal approval process?) that wire nuts had to be applied to parallel wires to meet the requirement.
Anyone familair with the approved source of the "twist -first" method, and/or what UL requires as to approved application, and what UL used in their formal testing procedure - twisted or parallel?
just curious