2013 mod 2 part A

[StrongLifts5x5]

Herewith non-stopping Calculations for 2013 paper, for comments.
I've already spotted the major clanger of using the wrong braking distance, however, that said I'm not going to re-do this bit at the moment.

Stopping calcs to do when I can get my head round what is required, although I've already signalled the layout!

One for Peter how do we work out C without knowing the station dwell time? Surely the headway for the non stopping train depends on the stopping train??