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Statics Using 2 index cards: Create a structure or system of structures that will elevate two textbooks at least 1.5cm off your desk Statics Kentucky & Indiana Bridge Chicago What is Statics? Branch of Mechanics that deals with objects/materials that are stationary or in uniform motion. Forces are balanced. Examples: 1. A book lying on a table (statics) 2. Water being held behind a dam (hydrostatics) Dynamics Dynamics is the branch of Mechanics that deals with objects/materials that are accelerating due to an imbalance of forces. Examples: 1. A rollercoaster executing a loop (dynamics) 2. Flow of water from a hose (hydrodynamics) Now on to the point… Statics Newton’s 3 Laws of Motion: 1. A body at rest will stay at rest, a body in motion will stay in motion, unless acted upon by an external force This is the condition for static equilibrium In other words…the net force acting upon a body is Zero Newton’s 3 Laws of Motion: 2. Force is proportional to mass times acceleration: F = ma If in static equilibrium, the net force acting upon a body is Zero What does this tell us about the acceleration of the body? It is Zero Newton’s 3 Laws of Motion: 3. Action/Reaction Statics Two conditions for static equilibrium: 1. Since Force is a vector, this implies Individually. Two conditions for static equilibrium: 1. Two conditions for static equilibrium: Why isn’t sufficient? Two conditions for static equilibrium: 2. About any point on an object, Moment M (or torque t) is a scalar quantity that describes the amount of “twist” at a point. M = (magnitude of force perpendicular to moment arm) * (length of moment arm) = (magnitude of force) * (perpendicular distance from point to force) Two conditions for static equilibrium: MP = F * x MP = Fy * x F F P P x x M = (magnitude of force perpendicular to moment arm) * (length of moment arm) = (magnitude of force) * (perpendicular distance from point to force) Moment Examples: 1. Tension test apparatus – unknown and reaction forces? 2. If a beam supported at its endpoints is given a load F at its midpoint, what are the supporting forces at the endpoints? Ra Rb Find sum of moments about a or b. Watch your signs – identify positive Moment Examples: 3. An “L” lever is pinned at the center P and holds load F at the end of its shorter leg. What force is required at Q to hold the load? What is the force on the pin at P holding the lever? What is your method for solving this problem? Remember, Trusses Trusses: A practical and economic solution to many structural engineering challenges Simple truss – consists of tension and compression members held together by hinge or pin joints Rigid truss – will not collapse Trusses Joints: Pin or Hinge (fixed) Trusses Supports: Pin or Hinge (fixed) – 2 unknowns Reaction in x-direction Reaction in y-direction Rax Ray Trusses Supports: Roller - 1 unknown Reaction in y-direction only Ray Assumptions to analyze simple truss: 1. 2. 3. 4. Joints are assumed to be frictionless, so forces can only be transmitted in the direction of the members. Members are assumed to be massless. Loads can be applied only at joints (or nodes). Members are assumed to be perfectly rigid. 1. 2. 2 conditions for static equilibrium: Sum of forces at each joint (or node) = 0 Moment about any joint (or node) = 0 Start with Entire Truss Equilibrium Equations Truss Analysis Example Problems: 1. A force F is applied to the following equilateral truss. Determine the force in each member of the truss shown and state which members are in compression and which are in tension. Truss Analysis Example Problems: 2. Using the method of joints, determine the force in each member of the truss shown. Assume equilateral triangles. Static determinacy and stability: Statically Determinant: All unknown reactions and forces in members can be determined by the methods of statics – all equilibrium equations can be satisfied. m = 2j – r (Simple Truss) Static Stability: The truss is rigid – it will not collapse. Conditions of static determinacy and stability of trusses: Materials Lab Connections: • Tensile Strength = Force / Area • Compression is Proportional to 1 / R4 Problem Sheet solutions due Monday