Notes@HKU by Jax

Statics

Equilibrium of rigid bodies

The 3 equations of equilibrium

A rigid body is in equilibrium if:

Fx=0,Fy=0,MO=0\sum F_x=0, \sum F_y=0, \sum M_O=0

Where OO is any point.

Static equilibrium

A system is in static equilibrium if it experiences no acceleration when loads are applied to it.

Free body diagrams (FBD)

Free body diagrams are diagrams that show all the forces acting on a body. They are useful in determining the forces that cause the body to be in equilibrium.

Static systems

A static system:

  1. Must be in equilibrium
  2. Does not experience any acceleration
  3. Can have mechanisms that doesn't undergo movements

Members

A member is a straight and long structural element that is subjected to axial forces. The following are the types of members:

Static systems

Supports and reaction forces

Each support will restrict the movement of the rigid body in a certain way. If a certain degree of freedom is restricted, a reaction force will be present to counteract the force that would have caused the movement.

Support typeRestricted movement and reaction forcesShape
Fixedx, y, r (moment)Flat
Pinnedx, yTriangle
RolleryCircle

Stable structures

A structure is said stable if all members remain in place under any loading conditions. (No mechanisms)

Static conditions of a system

A system's state of equilibrium can be determined by the number of restraints present:

  1. Insufficient restraints \to non-static system
  2. Sufficient restraints \to static system A static system is said to be statically indeterminate if the number of unknowns is larger than the number of equations of equilibrium.

Degree of indeterminacy (Trusses)

I=m+r2jI=m+r-2j

Where mm is the number of members, rr is the number of reaction forces, jj is the number of internal hinges (circles).

Degree of indeterminacy (Frames)

I=3m+r3njI=3m+r-3n-j
  1. mm is the number of members (intersecting beams are separate)
  2. rr is the number of reaction forces
  3. nn is the number of nodes (all ends and intersections)
  4. jj is the number of internal hinges (circles)

Loading

Types of loading

  1. Concentrated load is a force applied at a single point. (NN)
  2. Distributed load is a force applied over a length. (N/mN/m)

Distributed load

A distributed load (w)(w) is a force that is distributed over a length (l)(l), that has the unit N/mN/m.

The resultant force is the supposed area of the load. To consider the moment by a distributed load, we can treat the load as a single force acting at the centroid of the load.

  • Unifrom \to F=wl@12lF=wl @\frac{1}{2}l
  • Triangular \to F=12wl@13lF=\frac{1}{2}wl @ \frac{1}{3}l (from the base of the load)

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