Why is the Maximum Bending Stress in a Hogging Beam Compressive at the Bottom?

  • Thread starter Thread starter MathsRetard09
  • Start date Start date
  • Tags Tags
    Beam
Click For Summary
SUMMARY

The maximum bending stress in a hogging beam is compressive at the bottom due to the upward curvature of the beam, which causes the top fibers to experience tension while the bottom fibers undergo compression. This phenomenon occurs because, in a hogging scenario, the beam deflects upward, leading to a distribution of stress where the topmost fibers stretch and the bottom fibers are squeezed. In asymmetric beams, the maximum stress is located at the outmost fibers of the flange farthest from the neutral axis, confirming the compressive nature of the stress at the bottom.

PREREQUISITES
  • Understanding of beam mechanics and bending stress
  • Familiarity with hogging and sagging beam behavior
  • Knowledge of neutral axis concepts in beam theory
  • Ability to interpret cross-sectional stress distributions
NEXT STEPS
  • Study the principles of beam deflection and curvature in structural engineering
  • Learn about the differences between hogging and sagging moments in beams
  • Explore the concept of the neutral axis and its significance in bending stress analysis
  • Investigate the effects of beam asymmetry on stress distribution
USEFUL FOR

Structural engineers, civil engineering students, and anyone involved in analyzing beam behavior and stress distribution in construction and design projects.

MathsRetard09
Messages
22
Reaction score
0

Homework Statement



Question: Sketch the cross section of the gantry girder and indicate on it the position of the maximum bending stress. State if this stress is tensile or compressive for this particular example, explain how you decided

Homework Equations



There aren't any required

Relevant information however: The Beam is Hogging and the Maximum Bending Stress is positive

The Attempt at a Solution



I've sketched the cross-section and previously indicated the maximum bending stress on the top to indicate the tensile factor.

However this is wrong and instead is Compressive.

What i struggle with is explaining why this is the case.

___________
|.....|
...|...|
...|...|
...|...|
...|...|
____|...|____
|.....|

... \sigma


This is the cross section with the sigma sign beneath to indicate the max bending stress is compressive.

Just to show visually what I've done.

I just need help explaining why it would be compressive / how i decided. Just to clarify, i didn't decide this, i was told by my tutor but i have to figure out why and there's nothing out there on the internet that discusses this.
 
Physics news on Phys.org
If a beam is 'hogging', it is deflecting upward, that is, it has upward curvature. This tends to expand (stretch) the topmost fibers and to compress (squeeze) the bottom fibers, as you can see by drawing a quick sketch. The top fibers would be in tension and the bottom fibers would be in compression. For a symmetric beam, these 2 stresses would be equal. If the beam is not symmetrical, which apparently is your case, the max stress occurs at the outmost fibers of the flange furthest from the neutral axis.
 

Similar threads

  • · Replies 2 ·
Replies
2
Views
4K
  • · Replies 15 ·
Replies
15
Views
7K
  • · Replies 3 ·
Replies
3
Views
5K
  • · Replies 11 ·
Replies
11
Views
5K
Replies
6
Views
2K
Replies
1
Views
2K
Replies
6
Views
4K
  • · Replies 10 ·
Replies
10
Views
94K
  • · Replies 2 ·
Replies
2
Views
2K
  • · Replies 3 ·
Replies
3
Views
3K