Mikes problem. Shear sources.
K S L C I P 2
25 25 1 0
3
0 0 0 0 0 0 0
0 1500 700 0 0 1 0
990 1500 700 0 0 1 0
1133 20 14 -67.53 1 0
0.1 1500 101 50
1300 3500
-1 1 1
0 5 20 1
20 80 12 20
20 80 12 20
0 1500 12 300
40 62 2
50 72 2