1. CIEG 212 Solid Mechanics Introductory Material by Victor N. Kaliakin

2. Mechanics That branch of Physics that deals with the rest or motion of bodies and the phenomena of the action of forces on bodies (recall PHYS 207).

3. Mechanics SolidsFluids Usually classified as a gas or a liquid, the chief distinction being density & compressibility. Relatively firm or compact body; neither liquid or gaseous.

4. Mechanics SolidsFluids Rigid Deformable Static Dynamic CIEG 211 CIEG 212 CIEG 311

5. Mechanics SolidsFluids IncompressibleCompressible StaticDynamic Static Dynamic CIEG 305

6. Solid Mechanics Structural Analysis (CIEG 301) Soil Mechanics (CIEG 320) Structural Design (CIEG 302)

7. Review of Statics Statics is concerned with the equilibrium of rigid bodies that are not accelerating. Equilibrium equations: In two-dimensions: In three-dimensions:

8. Types of Bodies Two-Force Bodies Forces applied at only two points along a body. Three-Force Bodies Forces applied at only three points along a body. General Bodies

9. Two-Force Bodies Forces applied at only two points along a body. Forces must lie along a line connecting the two points of application.

10. Three-Force Bodies Forces applied at only three points along a body. Forces must either be concurrent. Or parallel

11. Types of Forces External Forces and Moments Applied surface loads Body forces (e.g., self-weight) Reactions (unknown) at supports Internal Forces and Moments

12. Applied Surface Loads Caused by the direct contact of one body with the surface of another body. Concentrated forces and moment Distributed forces and moment External Forces and Moments

13. Body Forces Developed when one body exerts a force on another body without direct physical contact. For example, Force due to the earth’s gravitational field (i.e., weight) W = mg Electromagnetic forces External Forces and Moments

14. Reactions at Supports Support reactions are surface forces or moments, typically unknown, that develop at supports or points of contact between bodies. External Forces and Moments

15. The best way in which to determine the number of unknown reactions at a support is to answer the following question: “In which direction(s) is motion (i.e., translation or rotation) being prevented at the support? If motion is indeed prevented in a particular direction(s), then an unknown reaction, acting parallel to this direction, must be present at the support. External Forces and Moments

16. Internal Forces and Moments Axial Force Shear Force Bending Moment Remember Newton’s Third Law!

17. Free-Body Diagrams Before the equilibrium equations can be applied, it is essential that This is accomplished by means of the free- body diagram (FBD). 1.The particular body or group of bodies be defined unambiguously and isolated from all other bodies. 2.All forces acting on the body be represented clearly & completely.

18. Steps for Constructing a FBD 1.Decide which body is to be isolated. 2.Detach the chosen body from its supports and separate it from any other body. Sketch the complete external boundary of the isolated body. 3.Indicate all external forces acting on the isolated body at their proper positions on the diagram. These include known applied forces & unknown support reactions.

19. Free-Body Diagrams Remark: when the sense of an unknown force or moment is not clearly apparent, no attempt should be made to determine it. Instead, the sense of the force or moment should be arbitrarily assumed; the sign of the answer will indicate whether the assumption is correct.

20. Statical Determinancy If the number of unknown reactions is equal to the number of equilibrium equations, the problem is statically determinate. If the number of unknowns is greater than the number of equations, the problem is statically indeterminate. If the number of unknowns is less than the number of equations, the problem is partially constrained.

21. Now let’s do some example problems to review Statics