Loaded beams find where the maxinum deflection occurs on the beam

AI Thread Summary
To determine the position of maximum deflection on a loaded beam, it is essential to establish the bending moment equation based on the beam's loading conditions. The maximum deflection typically occurs near the midpoint for a simply supported beam with a central point load. Calculating the deflection requires knowledge of the beam's geometric and material properties, such as the modulus of elasticity and second moment of inertia. If EI is constant, the specific values are not necessary to find the position of maximum deflection; instead, focus on integrating the bending moment equation and applying boundary conditions. Ultimately, identifying the point of zero gradient in the deflection function will yield the location of maximum deflection.
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.
 
Thread 'Have I solved this structural engineering equation correctly?'
Hi all, I have a structural engineering book from 1979. I am trying to follow it as best as I can. I have come to a formula that calculates the rotations in radians at the rigid joint that requires an iterative procedure. This equation comes in the form of: $$ x_i = \frac {Q_ih_i + Q_{i+1}h_{i+1}}{4K} + \frac {C}{K}x_{i-1} + \frac {C}{K}x_{i+1} $$ Where: ## Q ## is the horizontal storey shear ## h ## is the storey height ## K = (6G_i + C_i + C_{i+1}) ## ## G = \frac {I_g}{h} ## ## C...
Back
Top