Loaded beams find where the maxinum deflection occurs on the beam

Click For Summary
SUMMARY

The discussion focuses on calculating the position along a simply supported beam where maximum deflection occurs, given specific loading conditions. The beam has a length of 8 meters with point loads of 30 kN and 50 kN acting upwards and an 80 kN load acting downwards. The equation EI d²y/dx² = m is confirmed as correct for this analysis, where EI is assumed to be constant at 100 MN. To find the maximum deflection, participants emphasize the need to derive the bending moment equation and integrate it to determine the point of zero gradient.

PREREQUISITES
  • Understanding of beam mechanics and deflection theory
  • Familiarity with the equation EI d²y/dx² = m
  • Knowledge of bending moment and shear force diagrams
  • Basic calculus for integration and boundary conditions
NEXT STEPS
  • Learn how to derive bending moment equations for various loading conditions
  • Study the integration techniques for calculating deflection in beams
  • Explore the use of online calculators for beam deflection analysis
  • Investigate the effects of varying material properties on beam deflection
USEFUL FOR

Engineering students, structural engineers, and anyone involved in beam design and analysis will benefit from this discussion.

shortshanks
Messages
10
Reaction score
0

Homework Statement


calculate the position from A where the maximum deflection occurs. Your answer should be accurate to 3dp. You may assume IE= 100Mn


Homework Equations



I'm going to go with EI d2y/dx2 = m
(the 2 are meant to be squared)

The Attempt at a Solution


Is this equation correct and if yes how do I find out where abouts the deflection is?
 
Physics news on Phys.org
You need to give details of the span and the loading. If the loads vary, or there are point loads, you need to identify the approximate point of maximum deflection and then develop a function expressing M in terms of x from the left end. Then integrate once to get an expression for the gradient dy/dx
 
Hi, I have RA= 30 KN POINTING UP.
RB= 50 KN POINTING UP
80KN pointing down, 5m long, overall length 8m
 
Hi shortshanks, you have a simply supported beam with one point force acting down near the middle. If you imagine the beam in your mind, you should easily be able to see the point where the highest deflection occurs.

If you want to work out what the deflection is at this point, you will need some geometric and material properties of this beam. (modulus of elasticity and second moment of inertia)

if you want a calculator to work out the deflection, I've made one for http://learntoengineer.com/beam"
 
Last edited by a moderator:
If EI is constant, you don't need the values in order to work out the position of the maximum deflection. Shortshanks, you need the equation of the bending moment in the portion of the beam where the maximum deflection is thought to be. Integrate once, think about the boundary conditions to get the arbitrary constant, find the point of zero gradient. That is the point you want. For the purpose of this exercise you can let EI be 1.
 

Similar threads

  • · Replies 11 ·
Replies
11
Views
3K
  • · Replies 1 ·
Replies
1
Views
2K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 1 ·
Replies
1
Views
3K
Replies
5
Views
2K
  • · Replies 7 ·
Replies
7
Views
8K
  • · Replies 5 ·
Replies
5
Views
3K
  • · Replies 5 ·
Replies
5
Views
4K
  • · Replies 3 ·
Replies
3
Views
4K
  • · Replies 3 ·
Replies
3
Views
8K