Equilibrium: Minimum Cable Length

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SUMMARY

The discussion centers on calculating the minimum length of a cable required to support a uniform iron beam with a mass of 253 kg and length of 3 m, while considering the cable's maximum tension capacity of 1300 N. The Young's Modulus for steel is specified as 200e9 N/m², which is crucial for determining the cable's stretch before breaking. Participants explore the relationship between torque, angles, and forces acting on the beam, ultimately leading to the derivation of necessary equations for both minimum cable length and maximum stretch.

PREREQUISITES
  • Understanding of torque and equilibrium in static systems
  • Knowledge of Young's Modulus and its application in material science
  • Familiarity with basic trigonometry and force decomposition
  • Ability to perform calculations involving stress and strain in materials
NEXT STEPS
  • Calculate the torque on a beam using various angles of applied force
  • Explore the concept of stress and strain in materials, focusing on steel
  • Learn how to derive equations for static equilibrium in beams
  • Investigate the effects of different cable diameters on tensile strength and elongation
USEFUL FOR

Students in physics or engineering disciplines, mechanical engineers, and anyone involved in structural analysis or material strength calculations will benefit from this discussion.

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Homework Statement


The above figure shows a uniform iron beam of mass 253 kg and length L = 3 m. The cable holding the beam in place can take a tension of 1300 N before it breaks. Use the Young's Modulus for steel to be 200e9 N/m2. (You may ignore the small mass of the cable in this calculation.) a)What minimum length of the cable?
Lengthmin= m

HELP: How will the torque placed on the beam by the cable depend on the angle between the cable and the beam??
b)Assume the cable is made of steel and has a diameter of 1". How much will it stretch before it breaks?
Δmax = cm

HELP: Young's modulus for steel is 200X109N/m2.


Homework Equations





The Attempt at a Solution



for a)

I set the forces in the x up like :
mgcos(phi)-Fcos(theta)=0

y:
Fsin(phi)+Tsin(theta)-W=0

torque
-Wdsin(180)+TLsin(theta)=0

where phi is the angle of the wall the normal force and theta is the angle of the cable and the beam. i don't know where x comes into play

for part b i think it would be like this

stress=1050/(1.27^2pi)

stress/20000000=strain

change in L will be strain*the L from part a
 

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torque
-Wdsin(180)+TLsin(theta)=0
I don't follow the first term. It should be the weight times the distance from the pivot to the center of mass, which is L/2. There is no angle involved since the weight acts perpendicular to the beam. I agree with your second term. Solve for the angle theta, from which you can calculate the length of the cable.
 

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