I have a couple of questions

1. Are columns in tension at all??? TSSM certainly thinks that a column is in more tension than a House foundation where people walk over it ( i would think this would have more tension).
2. This is from TSSM 2010 exam,
Question 14
Determine the spring coefficient of the mat required to bring the ball to rest at a height of
0.2 m. You must show your working.I've attached the worked solutions below. It differs from what i did.
I did:
GPE(f) + SPE = GPE(i) + KE(i) and then solved for 'k' in the SPE (i,f stand for inital and final respectively)they seem to have forgotten that there was an initial GPE and just though of the final GPE.
or did i do something wrong???
