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Anonymous Poster

Equations

10/22/2008 1:29 AM

Hi All;

I have a beam simply supported on one side and fixed on other side with concentrated load and moment applied on the beam.As I have 2 unknowns on the fixed side (vertical and moment and no horizontal load) and one vertical reaction on simpaly supported side totaling 3 reactions. So with only 2 equilibrium equations available(Fy=0,M=0) I am thinking how to solve 3 unknowns.

Please help me with this.

Thanks

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Guru

Join Date: Aug 2007
Posts: 1790
Good Answers: 87
#1

Re: Equations

10/22/2008 1:46 AM

Hmmm sounds a lot like a home work problem.....

Each reaction has a force and moment equation... but that is all I am giving you until you prove it is no homework..

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Anonymous Poster
#3
In reply to #1

Re: Equations

10/22/2008 9:48 AM

Hi This is not a home work problem.I swear.

Ilooked into roark but I didn't get example similar to mine.

thanks a lot

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Member

Join Date: Oct 2008
Location: beautiful upstate NY
Posts: 7
#2

Re: Equations

10/22/2008 2:07 AM

Look it up in Ruark "Formulas for stress and strain" any edition.

profsteam

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Member

Join Date: Jul 2008
Posts: 8
#4

Re: Equations

10/22/2008 9:48 AM

hi,

if i am not wrong. there may be any deflection on the beam so that we know the value delfection so that with the integaration we can find the moment.

as per Newton's third law there equal reaction will act opposite to force ( load)

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Guru

Join Date: Aug 2007
Posts: 1790
Good Answers: 87
#5

Re: Equations

10/22/2008 5:12 PM

If you swear it is not a homework problem, give us some more background. Why are you doing this, what is the purpose, what is the configuration.

A picture or drawing would help as well, use the little camera icon in the post entry box to upload.

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Guru

Join Date: Nov 2007
Location: Sherwood Park, Alberta, Canada
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#6

Re: Equations

10/22/2008 5:14 PM

The problem you describe is indeterminate to the first degree. That means it cannot be solved by the principals of statics alone. You must introduce one equation derived from strain compatibility.

Method 1

Say End A is hinged and End B is fixed. First, consider the beam as a simple span hinged at each end. Calculate the reactions at A and B. Calculate rotation at B due to simple span loading.

Now place a unit moment at B. Calculate rotation at end B due to unit moment. Determine fixed end moment required to remove rotation at end B. Add M/L to fixed end and -M/L to the hinged end.

Method 2

Consider cantilever fixed at B and free at A. Calculate deflection at A due to applied loading.

Now place a unit load at A and calculate deflection due to unit load. The reaction at A is the load required to reduce deflection at end A to zero.

Method 3

Consider beam fixed at end A and B (two degrees of indeterminacy). Determine end moments and reactions for applied loading on fixed ended beam from Roark or similar source.

Now release the moment at A. Fifty percent of that moment will be transferred to end B if the beam is a prismatic section.

Method 4

Use a computer program with one end fixed, one end hinged and get the reactions directly.

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