Find the Shear and Moment on the Beam

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    Beam Moment Shear
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Discussion Overview

The discussion focuses on deriving expressions for shear force and bending moment in a cantilever beam subjected to a specific loading condition. Participants are attempting to solve a homework problem that involves calculating these values at given points along the beam and determining maximum shear and moment values.

Discussion Character

  • Homework-related
  • Mathematical reasoning
  • Technical explanation

Main Points Raised

  • The original poster presents their calculations for shear force and bending moment, including specific values at x = 2 ft and x = 9.3 ft, but expresses uncertainty about the correctness of their results.
  • Some participants suggest that the fixed end reaction and moment must be determined first to ensure equilibrium, noting that at the free end, both shear and moment should equal zero.
  • Another participant proposes an alternative approach, indicating that calculations can be performed from the right-hand end of the beam without initially finding the reactions, suggesting that the reactions will emerge from the calculations at the end point.
  • A participant questions whether the original poster included an arbitrary constant during integration, implying that this could affect the results.

Areas of Agreement / Disagreement

Participants do not reach a consensus on the best approach to solve the problem, with differing opinions on whether to calculate reactions first or to work from the right-hand end. The discussion remains unresolved regarding the correctness of the original poster's calculations.

Contextual Notes

There are indications of missing assumptions regarding the loading conditions and the beam's support reactions. The calculations presented may depend on specific definitions and interpretations of the loading and boundary conditions.

Northbysouth
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Homework Statement



Derive expressions for the shear force V and bending moment M as functions of x in the cantilever beam loaded as shown. Then answer the questions.

At x = 2 ft,
V =
M =

At x = 9.3 ft
V =
M =

I have attached an image of the question

The maximum (absolute value) shear force in the beamis 2109.19 lb
The maximum (absolute value) bending moment in the beam is lb·ft


Homework Equations



W = -dV/dx

dM = Vdx

The Attempt at a Solution


First I found the equation w = w0+kx2

When x = 0
120 lb/ft = w0 +k(0)2

Hence w0 = 120 lb/ft

When x = 11.3'
320 lb/ft = 120 + k(11.3)2
k = 1.566

Hence:
w = 120 + 1.566x2\

To find the shear, V, I took the integral of w because:

w = -dV/dx hence
-∫w = V

V = -120x - 1.566x2

Thus when x = 2
V = -120(2) - 1.566(2)3
V = -244.176

When x = 9.3
V = -120(9.3) - 1.566(9.3)3
V = -1535.87

For the Moments I did the following

dm = Vdx
m = ∫V
m = ∫-120x - 0.522x3
m = -0.135x4-60x2

When x = 2
m = -242.

When x = 9.3
m = -6165.607

Then to try and calculate the maximum shear:

V = -120(11.3)-0.522(11.3)3
V = -2109.19

But it wants the absolute value, hence V = 2109.19

For the max bending moment:

m = -0.1325(11.3)3 - 60x2
m = -9789.17

But it wants the absolute value, hence V = 9789.17
Except for the max shear all of my values are wrong and I'm at a loss for what I should do. Help would be greatly appreciated. Thank you
 

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No image attached.
 
Sorry. I have now fixed it. Thank you for pointing that out.
 
In order to obtain the correct shear force and bending moment diagrams for this beam, you must first find the fixed end reaction and moment which keep the beam in equilibrium. Remember, at the free end, V = M = 0.
 
Although steamking has wise words, in this case you CAN work from the right hand end without the reactions. Let e be the distance from the RH end, positive to the left... Ehen ev is .. and Mv is ... (use the definitions). When you have finished, the reactions should appear when v=11.3'. You then have a check on any errors made.Northbysouth, when you integrated, did you forget the arbitrary constant?
 

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