Finding Torque/Vert/Horiz. Forces for a Sign

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Homework Help Overview

The problem involves analyzing the forces and torques acting on a sign supported by a horizontal beam and a cable. The sign has a specified weight, and the task includes calculating the tension in the cable and the forces at the wall attachment points.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the application of torque equations about different points and question the assumptions regarding the tension in the cable. There are inquiries about the forces acting on the system and their relative positions.

Discussion Status

The discussion is ongoing, with participants providing insights and questioning each other's reasoning. Some guidance has been offered regarding the need to consider all forces and components, but no consensus has been reached on the calculations or assumptions made.

Contextual Notes

There is mention of a diagram that may aid in visualizing the problem, and assumptions about the mass of the beam being negligible are discussed. Participants are also considering the implications of resolving tension into components.

mmravunac
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1. The sign Ye Olde Tavern is supported by a horizontal beam (A-C) and a cable (B-C). The sign has a weight of W= 294 N.
a) Take (Summate) the torques of the system about point A then find the tension in the cable.
b) Find the vertical force on the wall attachment at point A by taking torque about point C.
c) Find horizontal force on the wall attachment at point A.


The Angle is θ
Total Length of the beam is 4d with the sign being equal to 3d (so there is a gap of 1d)
A is the base right angle
B is where the cable and pole meet
C is where the cable and beam meet.


T=Ia
Fx - Tcosx = 0
Fy + Tsinx -Fg = 0




I really have no idea how to go about this problem but for
a) at point A ƩT=∅ along with ƩF=∅
so I believe that tension would have to equal T=0 for the cord (?)
 
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Hello mmravunac,

Could you please show me the diagram as I'm not able to see it in my mind.

Sunil
 
http://s3.amazonaws.com/answer-board-image/ce8f6cfa-260b-4780-bb33-e34383a726e2.png

This is the link to the diagram
 
Thanks,

You are right about a) that the net torque about A is zero but are you sure tension is zero?

What are the forces acting on the rod? Where are they acting relative to A?
 
You need to work out carefully and with patience. Your question itself gives many hints. Normal reaction on the rod by the wall has two components. By taking torque about A, you need not include those forces. Carefully sum anticlockwise and clockwise torques to 0 about A. Do not forget any forces. (Of course torque of normal reactions at beam about A is 0).

Also, horizontal beam is assumed to be massless, right ? Do not forget to resolve components of tension. Also, make an equation for translational equilibrium along horizontal and vertical directions respectively. It might help you.
 
So i think I would have to set the equation to
Mb is Beam mass which is 0 (?)T*4d - Mbg*2.5d - 294N*4d*cos(θ) = 0
which is set to

T*4d = 294N*4d*cos
Dividing each side by 4d gives us

T= 294Ncos(θ) is this right or can I do more?

EDIT: on my graphing calculation when i type in 294cos(theta) it gives me 294.
So does this mean my tension is 294N?
 
Last edited:
mmravunac said:
So i think I would have to set the equation to
Mb is Beam mass which is 0 (?)


T*4d - Mbg*2.5d - 294N*4d*cos(θ) = 0
which is set to

Is it T or a component of T? Think about it. (torque= r x F)
 

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