2.2 Second-Order Differential Equations
{"Image DocumentName": "2.2 Second-Order Differential Equations", "Image ImageDescription": "Governing the behavior of structural members. Elastic, Homogenous, and Isotropic. Strains and deformations are really small \u2013 small deflection theory. Equations of equilibrium in deformed state. The deformations and internal forces are no longer independent. They must be combined to consider effects. Consider the behavior of a member subjected to combined axial forces and bending moments at the ends. No torsional forces are applied explicitly \u2013 because that is very rare for CE structures.", "Image XResolution": "37", "Image YResolution": "37", "Image ResolutionUnit": "Pixels/Centimeter", "Image Software": "SlidePlayer", "Image YCbCrPositioning": "Centered"}