Shigleys Indeterminate Beam Derivation

In summary: The slope equation and the deflection equation are the same; the only difference is that M1 has a b term in it. To find M1, substitute F and x into the slope equation and evaluate it at x = L. To find Mab, substitute x and a into the deflection equation and evaluate it at x = L.
  • #1
bugatti79
794
1

Homework Statement



Folks,

I am having difficulty deriving the moment expressions for a rigidly supported beam fixed at either ends and subjected to a point load. I have two attachments, one for the expressions given in Shigleys and the other for my attempted derivation.

The problem is that I want to derive the left hand fixing moment [itex]M_1[/itex] and [itex]M_{ab}[/itex] as in Shigleys. However, I believe my attempts are not leading to these expressions.

Is anyone good at these indeterminate derivations?

Thanks
Bugatti79



Homework Equations



In attachments



The Attempt at a Solution



In attachments
NOte that I have posted this in the math help forum http://www.mathhelpforum.com/math-help/f9/shigleys-indeterminate-beam-derivation-189693.html"

I will inform both post of any updates on a daily basis.
 
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  • #2
It seems your work is OK as far as it goes. Remember, the slope and deflection of the beam are both zero at the right end of the beam as well.
 
  • #3
Hi Steamking,

Thanks for your reply.
[itex]EI \frac{dy}{dx}=M_1 x+\frac{F(x-a)^2}{2}-\frac{R_1 x^2}{2}+c1[/itex]

[itex]EIy=\frac{M_1 x^2}{2}+\frac{F(x-a)^3}{6}-\frac{R_1 x^3}{6}+c1 x+c2[/itex]

applying the BC's gives c1 and c2 both =0.

Yes, I get 2 equations and 2 unknowns as below...eliminating R1 to find M1

[itex]\frac{1}{6} M_1 x^2 =-\frac{F(x-a)^3}{6}+\frac{F(x-a)^2 x}{6}[/itex]

I don't see how this leads to M1 in shigleys because it also has a b term in it. Also, I am curious how to derive [itex]M_{ab}[/itex]...
 
  • #4
You have determined M1 in terms of F and x. You should be able to substitute for M1 in the slope equation and evaluate it at x = L. Knowing the value of the slope should allow you to solve for R1.
 
  • #5
Dear Steam King,

I have obtained both M1 and Mab! Thanks

bugatti79
 

FAQ: Shigleys Indeterminate Beam Derivation

What is Shigleys Indeterminate Beam Derivation?

Shigleys Indeterminate Beam Derivation is a method used to analyze the behavior of beams that have more than one unknown support reaction or internal force. It is based on the principles of statics and mechanics of materials, and it allows for the determination of reactions, internal forces, and deflections in indeterminate beams.

Why is Shigleys Indeterminate Beam Derivation important?

Indeterminate beams are commonly found in real-world structures, and their analysis is crucial for ensuring structural stability and safety. Shigleys Indeterminate Beam Derivation provides a systematic approach to solving beam problems and is essential for engineers and scientists in the field of structural analysis and design.

What are the steps involved in Shigleys Indeterminate Beam Derivation?

The steps involved in Shigleys Indeterminate Beam Derivation include drawing the free-body diagram of the beam, applying the equations of equilibrium, determining the compatibility equations, solving the equations for the unknown reactions and internal forces, and verifying the solution through several checks.

What are the assumptions made in Shigleys Indeterminate Beam Derivation?

Shigleys Indeterminate Beam Derivation assumes that the beam is made of a homogeneous material, the beam is loaded within the elastic limit, and the beam is initially straight and symmetric about its longitudinal axis. It also assumes that the supports are frictionless and that the beam is subjected to static loading.

What are the limitations of Shigleys Indeterminate Beam Derivation?

Shigleys Indeterminate Beam Derivation is limited to beams that can be simplified as statically determinate beams. It also does not consider the effects of material nonlinearity, such as plastic deformation, and it cannot account for the effects of dynamic loading. Additionally, the method may become complex for beams with multiple loads and supports.

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