Title: STATICALLY INDETERMINATE PROBLEMS I
1STATICALLY INDETERMINATE PROBLEMS I
- How do we obtain indeterminate reactions when the
number of equilibrium equations is less then the
number of support forces?
2The Role of Deformability in Statical
Indeterminacy
- 1. Rigid supports deformable beam
3The Role of Deformability in Statical
Indeterminacy
- 2. Rigid beam elastic supports
4Equilibrium of Rigid Bodies with Lumped Elastic
Supports
- 1. Rigid body equilibrium
- 2. Kinematics of infinitesimal rigid body
displacements - 3. Lumped models for supports e.g. linear and
torsional springs
5Kinematics of Infinitesimal Rigid Body
Displacements
- Translation
- All points in the rigid body have the same
constant displacement vector
6Kinematics of Infinitesimal Rigid Body
Displacements
- Rotation about a fixed point
- Displacement vector has magnitude rw with
direction perpendicular to line joining fixed
point and point of interest.
Rotation vector wwk
Displacement vector uw?r
7Kinematics of Infinitesimal Rigid Body
Displacements
- General rigid body motion
- Translation of a point and rigid rotation about
an axis through that point.
Displacement vector uu0 w?r
8Cartesian Components Plane Case
u u0 w?r
- Formula
- Intuitive derivation
9Lumped Support Models
- Linear springs
- Torsional springs
10The Statically Indeterminate Simply Supported Beam
11The Indeterminate Beam
12The Indeterminate Beam
- Force Constraint Equation
13The Indeterminate Beam
3 equations for 3 unknowns!
14The Indeterminate Beam
- Solution
- Non-dimensional variables
- Solution
15The Indeterminate Beam
Does the addition of a support at A always cause
a decrease in the support forces at B and C?
NO!!!