Maximum Force Analysis for FB and FC Limits in a Tension System

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Homework Help Overview

The discussion revolves around analyzing the maximum force FA in a tension system, given the maximum tensions for FB and FC. Participants are exploring the relationships between these forces and their components in the context of equilibrium.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss calculating the components of FB to find FA, questioning whether to consider only the x-component of FC due to its lack of a vertical component. There is also debate about the implications of FC's maximum tension on FB's limits.

Discussion Status

The discussion is active, with various interpretations being explored regarding the relationships between the forces. Some participants have provided calculations and reasoning, while others are questioning assumptions about the components of the forces involved.

Contextual Notes

There is a mention of maximum tension limits for FB and FC, with specific values provided. Participants are navigating the implications of these limits on the calculations for FA.

Ry122
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The maximum tensions that FB and FC can undergo are 5kN and 5.5kN respectively.
Determine the maximum force of FA that can be reached without exceeding these limits.
http://users.on.net/~rohanlal/Q1.jpg

This is all i have so far
0 = -FA + FBsin40
What's the next step?
 
Last edited by a moderator:
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Calculate the components of F_B. Use this to solve for the difference between F_B and F_C to calculate F_A.
 
wouldnt u just calculate the x component since FC has no y component?
 
Last edited:
Is this answer correct:
5sin40=3.2139kN
To determine tension in FC
5cos40=3.830kN
3.830kN does not exceed the maximum limit for FC therefore the maximum force of FA is 3.2139kN.
 
You already have the tension in F_C. The rope, F_A, is not straight down. The sum of the forces in the x-direction must be zero, and the sum of the forces in the y-direction must be zero.
 
5.5kN is not the tension in FC it is the maximum limit.
 
It is the maximum limit of the tension in F_C and you want to find the maximum limit of the tension in F_A.
 
But if FC was to have a tension of 5.5kN that would put greater tension on FB. Therefore you would have to lower FB's y component to compensate for the increase of the x component to not let the tension in FB exceed the max limit.
 
I think in this case Fc does not have vertical component, so we need not to care about it. the diagram try to fool us i think. so FA(max)=FB(max)=5kN.
 

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