What Do You Do When A/B Forces Aren't Shown?

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The discussion addresses a common issue in statics involving the calculation of shear and bending diagrams for a beam with unknown forces at supports A and B. Participants clarify that if a load is applied at the center of the beam, the reactions at supports A and B are equal, calculated as RA = W/2 and RB = W/2. If the load is offset, moments about either support must be taken to determine the reactions accurately. The absence of shown forces at A and B raises questions about the problem's validity in the context of statics.

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markow202
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Hi everyone,

I have a problem question in my statics class and one problem askes to draw the shear and bending diagram for the problem.

It shows the beam ------------------------ with the reaction pushing down on the top/middle of it and A and B on each side but shows no forces pushing up on each side which I am stuck on.

-------------------------
A B
^ ^
| |
| |
| ? |?

Every other example in the book shows forces pushing up on A/B but not the questions.

If it showed them I wouldn't be stuck...what do I have to do in this case?

Thanks so much!
 
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Question:Is there a force (load) acting down in the middle of the beam AB ? Or is it slightly offset from the centre ?

If it's in the middle, then the reactions at A and B are: RA = W/2 and RB = W/2.

If it's slightly offset, then you will have to take moments about A, or B, to determine the exact value of RA and RB.
 
Well if there's a load on the beam and A and B are labeled but no forces are shown... there better be forces at A and B or this isn't statics my friend!
 
Last edited:

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