These results were as expected, that is, that force Ay
points down from external forces, Ax points towards the
center. However, the snow frictional force has much more
effect on the truss than what was expected.
I did have to play with the frictional force a bit. It was
stated that the friction coefficient was 1.0, however, a web
page said that slate has a frictional coefficient of .76.
This means that there would always be a net acceleration on
the snow while on the 45 degree slope. However, due to do
unforeseen reasons I know from experience living in Maine
that slate roofs at a 45 degree slope hold snow.