Statics problem -- Hinged members and anchor points supporting a mass

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Homework Help Overview

The discussion revolves around a statics problem involving hinged members and anchor points supporting a mass. The original poster attempts to determine the magnitude of a force P, which has a specified horizontal component.

Discussion Character

  • Mixed

Approaches and Questions Raised

  • Participants explore various methods for calculating the force P, including the use of trigonometric functions and Pythagorean theorem. There are questions about the relevance of angles derived from lengths and the importance of considering vertical components.

Discussion Status

Some participants provide feedback on the original poster's approach, suggesting clarity in naming angles and questioning the necessity of angle calculations. There is a shared exploration of the vertical component of the force, with some participants confirming similar results.

Contextual Notes

Participants discuss the implications of precision in calculations and the potential impact of assumptions regarding angle measurements on the overall solution.

David Donald
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Homework Statement


Member BC exerts on Member AC a force P directed along line knowing that P must have a 325 N horizontal component, determine (a) the magnitude of the force P,
20k90zd.jpg

Homework Equations


Trig I suppose

The Attempt at a Solution


So I'm not sure if this correct

I found two angles using the lengths of 720 mm and 650 mm (90, 42.1 and 47.9)
I then used the equation Fx = F*Cos( ) to fin dthe magnitude of P

325 N = F Cos(47.9) ----> 484.76 N
 
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Looks good to me. Just for ease of clarity, when you list angles either name them as ACB, CAB, CBA, or mention in the order you are writing them down.
 
There is no point in finding the angles from the lengths when all you are going to do with the angles is apply trig functions to them. Just use Pythagoras to find the hypotenuse, then use the ratios of the sides.
 
What about the vertical component?
 
For part b, I used the equation F_y=F*cos(B)=((484.76)*cos(42.1))N=359.68N.

What do you think?
 
Adrian-Mitchell said:
For part b, I used the equation F_y=F*cos(B)=((484.76)*cos(42.1))N=359.68N.

What do you think?
As I commented in post #3, there is no point in finding the angle. It just reduces precision.
##P=F\cos(ACB)##, vertical component is ##F\sin(ACB)=P\tan(ACB)=325*\frac{720}{650}=360##.
 
Ok, cool, I got the same answer! Thank you for the tips on improving my work too.
 

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