Statics: Internal forces at a point along a beam

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Homework Help Overview

The discussion revolves around analyzing internal forces at a point along a beam in a statics problem. The original poster presents two methods for calculating forces and moments at a specific point, detailing their attempts and results.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • The original poster attempts to solve for forces using two different methods, questioning the directions of the forces obtained. Some participants question the completeness of the force balance equations and suggest that vertical forces may have been omitted.

Discussion Status

Participants are actively engaging with the original poster's methods, providing corrections and affirmations regarding the calculations. There is a recognition of differing results between the two methods, with some participants agreeing on the correctness of the directions in one method over the other.

Contextual Notes

There is an indication that the problem may involve assumptions about static equilibrium and the forces acting on the beam, with participants noting potential omissions in the force analysis.

yaro99
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Homework Statement


z0VQCtH.png



Homework Equations


ƩFx=0
ƩFy=0
ƩM=0

The Attempt at a Solution



FBD of the entire thing:
JveTSR9.png


ƩMB = 780(0.3) + (5/13)T*(0.72) - (12/13)T*(0.6) = 0
T = 845N

ƩFx = Bx + (5/13)*845 = 0
Bx = 325N ←
ƩFy = By + (12/13)*845 = 0
By = 780N ↓

Now here is where I tried 2 different methods for the forces at J:


Method 1:

FBD of CDJ:
Jrk8kfg.png


ƩFx = (5/13)*845 - (12/13)V + (5/13)F = 0
ƩFy = (12/13)*845 - 780 + (5/13)V + (12/13)F = 0
θ = arctan(5/13) = 22.6°
F = 125N 67.4° down and to the left
V = 300N 22.6° up and to the left

horizontal distance from D to J = 0.24/tan(67.4°) = 0.1m
ƩMJ = (5/13)*845*(0.24) - (12/13)*845*(0.4) + 780*(0.1) + M = 0
M = 156 N*m counterclockwise

This method gives me the correct magnitudes, but the directions are supposed to be opposite of what I got, which I don't understand.

Method 2:

FBD of BJ:
5IOevDl.png


ƩFx = (12/13)V - (5/13)F - 325 = 0
ƩFy = -(5/13)V - (12/13)F - 780 = 0

F = 845N 67.4° up and to the right
V = 0N

horizontal distance from J to B = 0.48/tan(67.4°) = 0.2m
ƩMJ = 325*(0.48) -780*(0.2) + M = 0
M = 144 N*m counterclockwise

I am not sure why this method gives me incorrect answers.
 
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yaro99 said:
ƩFy = By + (12/13)*845 = 0
By = 780N ↓
Did you leave out one of the vertical forces here?

I agree with your answers for Method 1 including your directions.
 
Last edited:
There is no By force. The horizontal force in the AC rope is 780. It looks like your forgot to add that in on your Sum of y-direction forces.
 
Maiq said:
There is no By force. The horizontal force in the AC rope is 780. It looks like your forgot to add that in on your Sum of y-direction forces.

Oh yeah, thanks for the correction. I have the right numbers and directions now, using the second method.

TSny said:
Did you leave out one of the vertical forces here?

I agree with your answers for Method 1 including your directions.

Doing method 2 I get the "correct" directions according to the book, which are opposite those in method 1.
 
Your answers for both methods should have opposite directions. If you were to put those two sections back together the forces at J would cancel out and the whole system would be in static equilibrium. I guess your book just used method two but either way would be correct.
 
Maiq said:
Your answers for both methods should have opposite directions. If you were to put those two sections back together the forces at J would cancel out and the whole system would be in static equilibrium. I guess your book just used method two but either way would be correct.

Ah, ok, this makes sense. Thanks!
 

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