Okay i did that. and i have 3 unknowns. force from AB, Force from CD, and force from EF. but i guess its two unknowns because Force AB and Force CD are equal. right?
Well there's the force from member EF and the force from the wall. So to find the internal forces do I have to do some global equilibrium kind of thing?
Axial loading problem??
Im taking a strength and materials class and i can't seem to do this problem. it would be awesome if someone could walk me through how to solve it. i have a link that shows the picture.
Just some information you might need:
Modulus of Elasticity (E) of brass c83400...