12th January 2009, 04:24 PM
wibble factor...I'm certainly using that in my next meeting. "Yes, but what is the wibble factor associated with that methodology?"
What I've used before as planning frames is the welded steel grids which are meant for concrete reinforcement, 1m square with 20cm subdivisions. They have the advantage of being indestructible (well, unless moxy runs amok), but you do have to get busy with a file where they have been angle ground from a bigger sheet. Slight spikiness. Also, not quite as flexible over uneven surfaces compared to string.
What I've used before as planning frames is the welded steel grids which are meant for concrete reinforcement, 1m square with 20cm subdivisions. They have the advantage of being indestructible (well, unless moxy runs amok), but you do have to get busy with a file where they have been angle ground from a bigger sheet. Slight spikiness. Also, not quite as flexible over uneven surfaces compared to string.