Calculate how much weight the crane could lift

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Homework Help Overview

The discussion revolves around calculating the lifting capacity of a crane, specifically focusing on the mechanics involved with the jib and counterweights. Participants are exploring the forces acting on the crane's structure and how these relate to equilibrium.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • The original poster attempts to apply the formula F = mxa and questions how the different lengths of the jib affect the loads experienced at each end, particularly with a counterweight involved. Another participant suggests creating a sketch to clarify the setup, while one participant expresses confusion about the dimensions and their implications for load distribution.

Discussion Status

The discussion is ongoing, with participants seeking clarification on the mechanics and dimensions involved. Some guidance has been offered regarding the creation of a sketch to aid understanding, but there is no consensus on the calculations or interpretations yet.

Contextual Notes

Participants are working with specific measurements of the crane's jib and counterweight, and there seems to be some uncertainty regarding the implications of these measurements on load calculations and equilibrium. The original poster expresses a lack of understanding regarding the second part of the problem.

Clueless87
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Homework Statement
Hi all, new to the forum so not sure if I’m filling this out correctly but I’m currently studying for an exam for my work and going through past papers. The question is;

The horizontal jib of a tower crane is 36m long, weights 3T and is mounted on a turntable 8m from the machinery end of the jib. The shorter end of the jib carries a 16T counter weight at its furthest extent.

i)Draw a sketch of the crane (east enough), and the loads exerted on it (not so easy…for me at least) (5 points)

ii) Calculate how much weight the crane could lift if the load were suspended at the far end of the crane’s jib and the jib is in equilibrium. (5 points)
Relevant Equations
I have no idea….
I think the first part is F = mxa? But given the jib is resting on a turntable at a certain distance, does that mean the longer and shorted ends experience different loads? Especially when the shorter end has a 16T counterweight?

The second part, I have no idea how to calculate this nor the equilibrium.

Any help would be greatly appreciated!
 
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Start by making a sketch and post it here!
 
Clueless87 said:
The horizontal jib of a tower crane is 36m long, weights 3T and is mounted on a turntable 8m from the machinery end of the jib. The shorter end of the jib carries a 16T counter weight at its furthest extent.
I can't make sense of that. 8<36/2, yet the other end is shorter? Should it be 28?
 

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