How to Determine Vertical Loads on Bearings in a Statically Indeterminate Shaft?

Click For Summary
SUMMARY

This discussion focuses on determining vertical loads on bearings A, B, and C in a statically indeterminate shaft subjected to a force F. The user applies beam deflection equations, specifically the Cantilever Beam Deflection formula, to analyze the displacements at points B and C. By removing reaction forces and setting up equations based on deflections, the user establishes a system of equations to solve for the unknown loads. The approach emphasizes the importance of understanding the conditions of statically indeterminate structures and the application of deflection principles.

PREREQUISITES
  • Understanding of statically indeterminate structures
  • Familiarity with beam deflection equations, specifically Cantilever Beam Deflection
  • Knowledge of reaction forces in structural analysis
  • Ability to solve systems of equations
NEXT STEPS
  • Study advanced concepts in statically indeterminate beam analysis
  • Learn about the influence of support conditions on load distribution
  • Explore numerical methods for solving complex structural problems
  • Review examples of vertical load determination in engineering mechanics
USEFUL FOR

Structural engineers, mechanical engineers, and students studying mechanics of materials who need to understand load distribution in statically indeterminate systems.

Spimon
Messages
24
Reaction score
0

Homework Statement


Determine the load (vertical only) on the three bearings at A, B and C. The shaft is loaded at one end with force F (see attached diagram).

Homework Equations



Cantilever Beam Deflection
Deflection at End = PL^3/(3EI)
Deflection at Point X = Px^2/(6EI)*(3l-x)

The Attempt at a Solution



I'm having a few difficulties remembering the details of solving statically indeterminate problems. My attempt is as follows:

1. Remove reaction forces B and C. Applying beam deflection formulas I can find the displacement of points B and C due to force F. I called these δB1 and δC1.

2. Replace the reaction forces at B and C, but remove the force F. I can now find the displacement of points B and C due to the reaction forces, respectively. I called these δB2 and δC2.

3. Since the actual deflection at the fixed points B and C is zero, I can set:

δB1 + δB2 = 0

and similarly

δC1 = δC2

This leaves 2 equations and 2 unknowns which may be solved.Any hints, comments or corrections would be a world of help :smile:
 

Attachments

  • Shaft.jpg
    Shaft.jpg
    18.2 KB · Views: 615
Last edited:
Physics news on Phys.org
All supports take vertical load only (simple supports) and cannot carry moment, so the support at A is not fixed and cannot act that way when supports B and C are removed. The beam is statically indeterminate to the first degree, so you need to initially remove just one support... like perhaps B.
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 2 ·
Replies
2
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
8
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
Replies
8
Views
3K
Replies
5
Views
4K
  • · Replies 5 ·
Replies
5
Views
6K
Replies
1
Views
3K
  • · Replies 3 ·
Replies
3
Views
6K