MT-1620 al.2002 The values of these resultants are found from statics in terms of the loading px, py, pz, and applying the boundary conditions of the problem Deformation Look at the deformation. In the case of Simple Beam Theory, had dx where u is the displacement along the X-axis This comes from the picture Figure 14.4 Representation of deformation in Simple Beam Theory 2 dx s for small angles Now must add two other contributions Paul A Lagace @2001 Unit 14-5Unit 14 - 5 Paul A. Lagace © 2001 MIT - 16.20 Fall, 2002 The values of these resultants are found from statics in terms of the loading px, py, pz, and applying the boundary conditions of the problem Deformation Look at the deformation. In the case of Simple Beam Theory, had: u z d w d x = − where u is the displacement along the x-axis. Now must add two other contributions….. Figure 14.4 Representation of deformation in Simple Beam Theory This comes from the picture: for small angles