Uniformly distributed load - Max bending moment help

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Homework Help Overview

The discussion revolves around calculating the reactions at supports A and D of a beam under a uniformly distributed load, as well as sketching the shear force and bending moment diagrams. The original poster has calculated the reactions and completed the shear force diagram but is struggling with the bending moment diagram and determining the maximum bending moment.

Discussion Character

  • Exploratory, Conceptual clarification, Mathematical reasoning

Approaches and Questions Raised

  • Participants discuss the relationship between the shear force diagram and the bending moment diagram, particularly how to identify locations for maximum bending moments. Questions are raised about the implications of the derivative of the bending moment with respect to position.

Discussion Status

Some participants have offered guidance on using the shear force diagram to locate points of interest for maximum bending moments. There is an exploration of the mathematical relationships involved, but no consensus has been reached on the specific approach to sketching the bending moment diagram.

Contextual Notes

The original poster has provided specific values for reactions and has indicated a calculated position of 1.2m, but further details on the loading conditions or beam configuration are not fully outlined.

JohnP60
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Homework Statement


I have to work out the reactions at A & D. Sketch the shear force diagram for the beam and sketch the bending moment diagram.

i have worked out the reactions at A=56kN and D=34kN. I have done the SFD. I am just struggling doing the bending moment diagram and don't know how to work out the maximum bending moment.

Homework Equations

The Attempt at a Solution


RA + RD = 90kN

5RD = (20X1) + (60X2) + (10X3)
5RD = 170kN
RD = 34kN

RA=56kN.

I have done the SFD.

Bending moment diagram i have to state the three significant values.

I have left side as (56x1) = 56kN M
right hand side is (34x2) = 68kN M
i just don't know how to work out the maximum bending moment would appreciate any help
 

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If you have the shear force diagram, this should tell you at which locations to look for the maximum bending moment.

After all, dM / dx = V, where V is the shear force and M is the bending moment.

What can you say about dM / dx where the bending moment is a maximum?
 
SteamKing said:
If you have the shear force diagram, this should tell you at which locations to look for the maximum bending moment.

After all, dM / dx = V, where V is the shear force and M is the bending moment.

What can you say about dM / dx where the bending moment is a maximum?

How would i go about doing my bending moment diagram from this sfd. how do i put data into that equation. i worked out x as 1.2m
 

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JohnP60 said:
How would i go about doing my bending moment diagram from this sfd. how do i put data into that equation. i worked out x as 1.2m

The equation was not put there so that you could calculate M, but to illustrate how to use the shear force diagram to find the locations along the beam where M is a maximum.

If you want to find where a given function has a maximum, in this case the function is M(x), or bending moment as a function of position x along the beam, the point(s) at which the first derivative is zero coincide with the locations where the function has a maximum or minimum.

In other words, if you want to find x where M(x) has a max. or min. value, then dM(x) / dx = 0. Since also dM(x) / dx = V(x), then the points x1, x2, ..., at which the shear force V(x) = 0 are also the points at which the bending moment has a maximum or minimum value.

This is a basic application of the derivative and should have been covered in your calculus course.
 

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