How Do Beam Forces and Support Reactions Relate in Equilibrium Analysis?

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SUMMARY

The discussion centers on the equilibrium analysis of a uniform beam supported by a roller at point A and a pin at point B, subjected to forces F1 = 21.0 lb and F2 = 22.0 lb. The calculated reaction forces are FA = 108.47 lb (downward) and FB = 24.186 lb (upward). Key equations used include ΣFx = 0, ΣFy = 0, and ΣMA = 0, with specific attention to the moment caused by the beam's weight. The analysis highlights the importance of correctly applying equilibrium equations to determine the reaction forces accurately.

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sami23
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Homework Statement


As shown, a roller at point A and a pin at point B support a uniform beam that weighs 42.0 lb. The beam is subjected to the forces F1 = 21.0 lb and F2 = 22.0 lb. The dimensions are L1 = 1.30 ft and L2 = 8.00 ft. What are the magnitudes FA and FB of the reaction forces FA and FB at points A and B, respectively? The beam's height and width are negligible.

Homework Equations


\SigmaFx = 0
\SigmaFy = 0
\SigmaMA = 0

FA = sqrt{Ax^2 + Ay^2}
FB = sqrt{Bx^2 + By^2}

The Attempt at a Solution


\SigmaMA = 0
F1L1 + F2cos(15)*(L1+L2) = By(L1+L2)
21(1.3) + 22cos(15)(9.3) = 9.3By
By = 24.186 lb (upward)

\SigmaFy = 0
Ay + By = -F1 -F2cos(15) - 42 = 0
Ay + 24.186 = -21 - 22cos(15) - 42
Ay = 108.47 lb (downward)

\SigmaFx = 0
Ax + Bx = F2sin(15)= 0
Ax + Bx = 5.694 lb
How do I find the x components for A and B?

\theta = tan-1(3/4) = 36.87\circ

I'm not sure about my A and B components.
 

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sami23 said:

Homework Statement


As shown, a roller at point A and a pin at point B support a uniform beam that weighs 42.0 lb. The beam is subjected to the forces F1 = 21.0 lb and F2 = 22.0 lb. The dimensions are L1 = 1.30 ft and L2 = 8.00 ft. What are the magnitudes FA and FB of the reaction forces FA and FB at points A and B, respectively? The beam's height and width are negligible.


Homework Equations


\SigmaFx = 0
\SigmaFy = 0
\SigmaMA = 0

FA = sqrt{Ax^2 + Ay^2}
FB = sqrt{Bx^2 + By^2}

The Attempt at a Solution


\SigmaMA = 0
F1L1 + F2cos(15)*(L1+L2) = By(L1+L2)
21(1.3) + 22cos(15)(9.3) = 9.3By
By = 24.186 lb (upward)
You forgot to include the moment from the beams weight
\SigmaFy = 0
Ay + By = -F1 -F2cos(15) - 42 = 0
Ay + 24.186 = -21 - 22cos(15) - 42
Ay = 108.47 lb (downward)
you mean upward. The terms on the right should all be plus terms ( that is , if Q - P = 0, then +Q = +P) But first correct the error in the moment equation
\SigmaFx = 0
Ax + Bx = F2sin(15)= 0
Ax + Bx = 5.694 lb
How do I find the x components for A and B?

\theta = tan-1(3/4) = 36.87\circ

I'm not sure about my A and B components.
Once you correctly solve for Ay, then Ax is related to Ay by the properties of the 3-4-5 triangle (the reaction at A must be perprendicular to the diagonal, since it is a roller support)
 

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