Max Bending Stress: Find from Second Moment of Area

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Discussion Overview

The discussion revolves around calculating the maximum bending stresses in a simply supported T-shaped beam subjected to a concentrated load. Participants explore the application of the bending stress formula and the second moment of area in the context of a homework problem.

Discussion Character

  • Homework-related
  • Mathematical reasoning

Main Points Raised

  • Post 1 presents the problem statement, including the second moment of area and the dimensions of the beam, and expresses uncertainty about calculating the maximum bending stress.
  • Post 2 confirms the use of the bending stress equation and asks for clarification on the participant's understanding of the variables y and m.
  • Post 3 reiterates the understanding that y is the distance from the neutral axis and questions whether m, the maximum bending stress, needs to be calculated by rearranging the formula.
  • Post 4 emphasizes the importance of understanding the bending stress formula and notes that the maximum bending stress is dependent on the maximum bending moment in the beam.

Areas of Agreement / Disagreement

Participants generally agree on the definitions of y and the importance of the bending stress formula, but there is uncertainty regarding the calculation of m and whether it needs to be derived from the given information.

Contextual Notes

There are limitations in the discussion, such as the lack of specific values for the maximum bending moment (M) and the absence of a visual representation of the beam, which may affect the clarity of the problem.

Who May Find This Useful

Students and individuals interested in structural engineering, mechanics of materials, and beam theory may find this discussion relevant.

Simon green
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Homework Statement



The second moment of area of the beam shown about the neutral axis X X is 4x10^6mm^4

Find the maximum bending stresses, tensile and compressive, set up in a beam of this section 2.6m long and simply supported at its ends and carrying a concentrated load of 4.8kn at its mid point, the weight of the beam may be ignored

Unable to load the picture of this beam, it is a t shaped beam with the neutral axis XX running through the centre of the beam horizontally and 40mm from the top of the beam, it also has an overall height of 120mm

Homework Equations



M/I = E/R = σ/y

The Attempt at a Solution



As far as I am aware I need to use σ/y = m/I to find the correct answer, y = 40mm (distance from neutral axis)
I= 4x10^6mm^4 (second moment of area)
I am unsure about which values or how to work out either σ or m
 

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You have the right equation and you are trying to find the bending stress. The value of I is given. Please let us know what is your understanding of y and m in your equation.
 
I believe that y is the distance from the neutral axis (40mm) and m is the maximum bending stress? But m is not given is it? Do I have to transpose the formula to find m?
 
Simon green said:
I believe that y is the distance from the neutral axis (40mm) and m is the maximum bending stress? But m is not given is it? Do I have to transpose the formula to find m?
the bending stress formula is one of the most useful equations for beams, so it should be thoroughly understood. The max bending stress is a function of the max bending moment (M) in the beam. You should read up on it more and resubmit your thoughts and attempt.
 

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