Solving a Crane Jib Problem with Tension and Angles

In summary, the problem involves a crane with a jib of length 7m and a center of gravity 3m from one end, inclined at a 30 degree angle to the vertical. The horizontal tie is attached at a distance of 5m from the same end. Given a jib mass of 200kg and a load at the other end of 600kg, the problem asks for the tension in the tie. Using the principle that the sum of clockwise moments is equal to the sum of anti-clockwise moments, the tension is calculated to be approximately 5.43x10^3 N.
  • #1
steven10137
118
0

Homework Statement


A crane with jib AB, 7m long. Centre of gravity 3m from A, inclined at 30 degrees to the vertical.
The horizontal tie is attached at C, 5m from A.
If the mass of the jib is 200kg and the load at B is 600kg, what is the tension in the tie.

http://img139.imageshack.us/img139/2818/cranezu9.jpg

Homework Equations


[tex]
\sum {M_{CW} } = \sum {M_{ACW} }
[/tex]

The Attempt at a Solution


OK, well if we take the pivot about the point A, we have;
[tex]
\begin{array}{l}
\sum {M_{CW} } = \sum {M_{ACW} } \\
\left( 3 \right)\left( {200 \times 9.8} \right) + \left( 7 \right)\left( {600 \times 9.8} \right) = \left( 5 \right)\left( {T\sin 30} \right) \\
\Rightarrow T = \frac{{5880 + 41160}}{{2.5}} = 18816N \\
\end{array}
[/tex]

This tension seems very high for the system.

Could someone please explain the principle behind the Tension and angle components of the crane, because I don't think I fully understand it.

Thanks in advance
Steven.
 
Last edited by a moderator:
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  • #2
steven10137 said:

Homework Statement


A crane with jib AB, 7m long. Centre of gravity 3m from A, inclined at 30 degrees to the vertical.
The horizontal tie is attached at C, 5m from A.
If the mass of the jib is 200kg and the load at B is 600kg, what is the tension in the tie.

http://img139.imageshack.us/img139/2818/cranezu9.jpg

Homework Equations


[tex]
\sum {M_{CW} } = \sum {M_{ACW} }
[/tex]

The Attempt at a Solution


OK, well if we take the pivot about the point A, we have;
[tex]
\begin{array}{l}
\sum {M_{CW} } = \sum {M_{ACW} } \\
\left( 3 \right)\left( {200 \times 9.8} \right) + \left( 7 \right)\left( {600 \times 9.8} \right) = \left( 5 \right)\left( {T\sin 30} \right) \\
\Rightarrow T = \frac{{5880 + 41160}}{{2.5}} = 18816N \\
\end{array}
[/tex]

This tension seems very high for the system.

Could someone please explain the principle behind the Tension and angle components of the crane, because I don't think I fully understand it.

Thanks in advance
Steven.
You are not evaluating the moments correctly. The moment of a force about a point is equal to the force times the perpendicular distance from the line of action of the force to the point.
 
Last edited by a moderator:
  • #3
Draw a free body diagram. That should help you see what you need to do to solve this. Its actually just a one step problem.
 
  • #4
thanks for your reply Jay

"The moment of a force about a point is equal to the force times the perpendicular distance from the line of action of the force to the point."

So for taking the moments about the point A:
The centre of mass for the jib has moment; (3sin30)(200x9.8)

Following this procedure;
(3sin30)(200x9.8) + (7sin30)(600x9.8) = 5T
therefore T = 4704N
 
  • #5
steven10137 said:
thanks for your reply Jay

"The moment of a force about a point is equal to the force times the perpendicular distance from the line of action of the force to the point."

So for taking the moments about the point A:
The centre of mass for the jib has moment; (3sin30)(200x9.8)

Following this procedure;
(3sin30)(200x9.8) + (7sin30)(600x9.8) = 5T
therefore T = 4704N
Almost there. But the perpendicular distance from the tension force tothe point is (5)sin60, right?
 
  • #6
ya but that's not perpendicular.. that's horizontal, its COS not sin
 
  • #7
ya exactly cos30 or sin60.. either works
 
  • #8
OK so this perpencidular distance we are looking for the is the distance 'x' in the diagram yea?

http://img165.imageshack.us/img165/5121/craneforcepp2.jpg

cos30 = x / 5
the distance x is the 5cos30

Using this;
(3sin30)(200x9.8) + (7sin30)(600x9.8) = 5cos30T
therefore T = 5.43x10^3 N
 
Last edited by a moderator:
  • #9
dots.jpg


The perpendicular distance, for each of the forces, will be the shortest distance from the green dot to each dotted line.

Its the distance to the line of action of the force, which is infinite.
 
  • #10
steven10137 said:
OK so this perpencidular distance we are looking for the is the distance 'x' in the diagram yea?

http://img165.imageshack.us/img165/5121/craneforcepp2.jpg

cos30 = x / 5
the distance x is the 5cos30

Using this;
(3sin30)(200x9.8) + (7sin30)(600x9.8) = 5cos30T
therefore T = 5.43x10^3 N
Correct.
 
Last edited by a moderator:
  • #11
excellent :)
thanks for your help Vidatu and PhanthomJay
 

1. What is a crane jib problem?

A crane jib problem refers to a situation where the tension and angles of a crane's jib (the horizontal arm used for lifting) need to be determined in order to safely and effectively lift a load.

2. How do you solve a crane jib problem?

To solve a crane jib problem, you need to use the principles of trigonometry and mechanical engineering. This involves calculating the forces acting on the jib, determining the angles and tension required for equilibrium, and considering any other factors such as wind or uneven terrain.

3. What tools or equations are used to solve a crane jib problem?

The most commonly used tools and equations for solving a crane jib problem include trigonometric functions such as sine, cosine, and tangent, as well as the laws of equilibrium, moments, and forces.

4. What are some challenges that may arise when solving a crane jib problem?

Some challenges that may arise when solving a crane jib problem include inaccurate measurements, unexpected external forces, and complex load configurations. It is important to carefully consider all variables and factors in order to arrive at an accurate solution.

5. Why is it important to solve a crane jib problem accurately?

Solving a crane jib problem accurately is crucial for ensuring the safety of the crane operator, workers, and the surrounding area. Incorrect calculations or estimations can lead to accidents, damage to the crane or load, and potential injuries or fatalities. It is also important for the efficiency and productivity of the lifting operation.

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