Learning topic

Constraints and Constraint Reactions

Common constraints and reactions in statics: supports, hinges, cables and contacts. Learn to construct free-body diagrams for equilibrium.

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This topic examines mechanical constraints and the reaction forces that replace them in a free-body diagram. It covers common supports, hinges, cables and contacts and the directions of their reactions.

Constraints are bodies or devices that restrict the possible motion of the body being analyzed. In statics, each constraint is replaced by its reaction, after which the body is treated as free under the action of the applied forces and constraint reactions.

Principle of releasing constraints

To write equilibrium equations, conceptually remove the constraints from the body. Replace each removed constraint by a reaction force or a system of forces and moments that reproduces its mechanical action. The number and directions of unknown reaction components are determined by the motions that the constraint prevents.

Common constraints in two dimensions

ConstraintIdealized reactionKey feature
Smooth surfaceNormal force $N$ perpendicular to the surfaceWith friction neglected, there is no tangential reaction component
Flexible cable or ropeTension $T$ along the cableThe cable pulls the body away from the attachment point
Roller or movable pin support in 2DOne reaction, usually normal to the supporting surfaceAllows motion along the permitted direction and allows rotation
Pin support in 2DTwo components $R_x$ and $R_y$Prevents two independent translations but allows rotation
Fixed support in 2D$R_x$, $R_y$, and a reaction moment $M$Prevents translation and rotation
Ideal pin-connected member loaded only at its endsForce along the member axisThe member acts as a two-force member

Constraint reactions follow from the kinematic restrictions of the adopted model. Before writing equilibrium equations, replace each constraint by the appropriate reaction on the free-body diagram.

Smooth contact

For an ideally smooth surface, friction is neglected. The contact reaction acts along the common normal to the surfaces at the contact point. For a flat surface, the reaction direction is known in advance and only its magnitude is unknown.

Cables and two-force members

An ideal flexible cable or rope carries tension only, so the tension force acts along the cable. A straight member acted on only by forces at two pin-connected ends is a two-force member: the end forces are collinear with the member axis, equal in magnitude, and opposite in direction.

Pin and roller supports

A roller or movable support in a planar model produces one reaction in the direction in which it prevents motion. A pin support prevents two independent translations, so its reaction is usually represented by two unknown components $R_x$ and $R_y$. An ideal pin does not transmit a reaction moment.

Fixed support

A fixed support in two dimensions prevents two translations and rotation. Its action is therefore represented by two reaction components $R_x$, $R_y$ and a reaction moment $M$.

Free-body diagram

After releasing the constraints, construct a free-body diagram. Show all applied forces, applied couple moments, the body weight when relevant, and every constraint reaction. The equilibrium equations are applied to this isolated diagram.

Example

A beam supported by a pin at $A$ and a roller at $B$ has three unknown reactions in a typical planar arrangement: $A_x$, $A_y$, and $B_y$ when the roller reaction is vertical. This matches the three independent equilibrium equations available for a planar rigid body.

Common mistakes

  • leaving a support on the free-body diagram while also drawing its reactions;
  • adding a reaction moment at an ideal pin;
  • assigning an arbitrary direction to a smooth-contact reaction instead of the normal direction;
  • assuming a cable can carry compression;
  • omitting one of the reaction components of a fixed support.