Statics/Equilibrium - Find the Tension in the Wire

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Homework Help Overview

The problem involves a static equilibrium scenario with a horizontal bar supported by a wire and a hinge. The original poster seeks to understand the reasoning behind using torque relations to find the tension in the wire, given the setup of forces and weights acting on the system.

Discussion Character

  • Exploratory, Conceptual clarification, Assumption checking

Approaches and Questions Raised

  • The original poster attempts to understand why torque relations are necessary for solving the problem, questioning the implications of neglecting the weight of the bar. Other participants discuss the need for multiple equations to account for all forces acting on the system, including the reactions at the hinge and wire.

Discussion Status

Participants are actively exploring the relationships between forces and torques in static equilibrium. Some guidance has been provided regarding the necessity of including all forces acting on the body, and the original poster is revising their approach based on feedback received.

Contextual Notes

The original poster acknowledges potential oversight in their force equations and the role of Newton's Third Law in analyzing the forces acting on the system. There is an ongoing discussion about the implications of neglecting certain forces and how that affects the overall analysis.

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Homework Statement


I've already solved the problem, though I didn't understand WHY I took the steps I did; I just want to know why this is the way to solving the problem. Here's the question:

In the figure below, a thin horizontal bar AB of negligible weight and length L = 1.9 m is hinged to a vertical wall at A and supported at B by a thin wire BC that makes an angle θ = 42° with the horizontal. A block of weight W = 140 N can be moved anywhere along the bar; its position is defined by the distance x = 1.06 m from the wall to its center of mass. Find (a) the tension in the wire, and the (b) horizontal and (c) vertical components of the force on the bar from the hinge at A


Homework Equations


\sum{F}_{x}\textit{ = ma}_{x}\textit{ = 0}

\sum{F}_{y}\textit{ = ma}_{y}\textit{ = 0}

\sum{\tau}\textit{ = 0}

The Attempt at a Solution



a.) Tension in the wire, T :

\sum{\tau}\textit{ = 0 = TsinθL - W}_{block}\textit{x}

\textit{T = }\frac{W_{block}x}{sinθL}

\textit{T = }\frac{(140 N)(1.06 m)}{sin(42°)(1.9 m)}

\textit{T = 116.7265 N}


Now b.) and c.) can be found easily using the other force relations.


My question is, why can't you use the force relations instead of the torque relation? I can see that it gives the wrong answer, but WHY does it give the wrong answer if you don't use the torque relation?

Is it because the weight of the bar is neglected? If so, how does that affect what you can or can't use in a problem like this?

Thanks
 
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My question is, why can't you use the force relations instead of the torque relation? I can see that it gives the wrong answer, but WHY does it give the wrong answer if you don't use the torque relation?
It doesn't give the wrong answer. To solve part b and c, you use the force relationship. When you look at the system, you have 3 unknown external reaction forces..the x and y forces at A, and the force at B directed along the wire..so you need 3 equations to solve the problem. Don't forget the reaction at B...maybe that's what you forgot when you say you got the wrong answer. The vert force at B plus the vert force at A must equal W. The horiz force at A is balanced by the horiz force at B.
 
Just realized I forgot to provide the figure :P Here it is:

http://edugen.wileyplus.com/edugen/courses/crs4957/art/qb/qu/c12/fig12_40.gif



PhanthomJay said:
It doesn't give the wrong answer. To solve part b and c, you use the force relationship. When you look at the system, you have 3 unknown external reaction forces..the x and y forces at A, and the force at B directed along the wire..so you need 3 equations to solve the problem. Don't forget the reaction at B...maybe that's what you forgot when you say you got the wrong answer. The vert force at B plus the vert force at A must equal W. The horiz force at A is balanced by the horiz force at B.

Ohhh so then I think I set up the force equations wrong. I think I forgot to include the components of the contact force from the wall, thinking that they were just negligible 3rd Law force pairs :P


So then here are my 2 revised force equations for this problem:

\textit{F}_{y}\textit{ + Tsinθ = W}_{block}

\textit{Tcosθ = F}_{x}

Look good?


I keep making the elementary mistake of excluding forces that are acting on the body of interest, thinking that Newton's 3rd Law would cancel them out. That said, should I just always focus on the forces acting ON a body and disregard the 3rd Law? That is, for problems where the system as a whole isn't accelerating?
 
prosteve037 said:
Just realized I forgot to provide the figure :P Here it is:

http://edugen.wileyplus.com/edugen/courses/crs4957/art/qb/qu/c12/fig12_40.gif





Ohhh so then I think I set up the force equations wrong. I think I forgot to include the components of the contact force from the wall, thinking that they were just negligible 3rd Law force pairs :P


So then here are my 2 revised force equations for this problem:

\textit{F}_{y}\textit{ + Tsinθ = W}_{block}
Yes, which direction?
\textit{Tcosθ = F}_{x}
yes, which direction?
I keep making the elementary mistake of excluding forces that are acting on the body of interest, thinking that Newton's 3rd Law would cancel them out. That said, should I just always focus on the forces acting ON a body
yes
and disregard the 3rd Law?
I wouldn't disregard it completely, it comes in handy when looking at forces on different bodies
That is, for problems where the system as a whole isn't accelerating?
For accelerating bodies, the process is the same: look at the forces acting on the body. But Newton's 3rd Law applies to accelerating bodies as well as to non- accelerating bodies.
 

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