Section 16.5 Stress and Strain Bootcamp
Subsection 16.5.1 Static Equilibrium
Problem 16.5.1. Reading on Two Bathroom Scales For a Man Standing on Plank on Them.
Follow the link: Checkpoint 16.1.2.
Problem 16.5.2. Force from Bicep in Holding a Weight.
Follow the link: Checkpoint 16.1.5.
Problem 16.5.3. Safety on a Ladder.
Follow the link: Checkpoint 16.1.7.
Problem 16.5.4. Cantilever.
Follow the link: Checkpoint 16.1.9.
Problem 16.5.5. Hanging Sign Post.
Follow the link: Checkpoint 16.1.12.
Problem 16.5.6. Forces on a Wooden Plank Resting Against a Support.
Follow the link: Checkpoint 16.1.13.
Problem 16.5.7. Equilibrium of Supported Bar at an Angle Pushed Down at One End.
Follow the link: Checkpoint 16.1.15.
Problem 16.5.8. Tipping Angle of a Box on an Incline.
Follow the link: Checkpoint 16.1.17.
Problem 16.5.9. Rolling Angle of a Sphere on an Incline (JEE, 2020).
Follow the link: Checkpoint 16.1.20.
Problem 16.5.10. Pushing a Log Over a Step.
Follow the link: Checkpoint 16.1.23.
Problem 16.5.11. Practice with a Friend: Pushing a Log Over a Step.
Follow the link: Checkpoint 16.1.26.
Subsection 16.5.2 Elasticity and Stress
Problem 16.5.12. Stretching a Steel Wire - Strain and Stress.
Follow the link: Checkpoint 16.2.5.
Problem 16.5.13. Weight Needed to Break a Steel Wire.
Follow the link: Checkpoint 16.2.6.
Problem 16.5.14. Compression of Bone By Weight of a Person.
Follow the link: Checkpoint 16.2.7.
Problem 16.5.15. Stress in an Elevator Cable When Elevator is Accelerating.
Follow the link: Checkpoint 16.2.8.
Problem 16.5.16. Stress on Bolt of Cantilever.
Follow the link: Checkpoint 16.2.9.
Subsection 16.5.3 Types of Stress
Problem 16.5.17. Stress in a Steel Beam.
Follow the link: Checkpoint 16.3.2.
Problem 16.5.18. Compression of a Support Beam.
Follow the link: Checkpoint 16.3.6.
Problem 16.5.19. Shear Strain of Spinal Disk.
Follow the link: Checkpoint 16.3.4.
Problem 16.5.20. Deforming a Jello By Shear Stress.
Follow the link: Checkpoint 16.3.7.
Problem 16.5.21. Tear Under Shear Stress.
Follow the link: Checkpoint 16.3.8.
Problem 16.5.22. Stress and Strain in Deep Sea Diving.
Follow the link: Checkpoint 16.3.9.
Problem 16.5.23. Force per Unit Area on Container when Water Freezes.
Follow the link: Checkpoint 16.3.10.
Subsection 16.5.4 Energy in Strained Matrial
Problem 16.5.24. Strain Energy in Stretched Cable.
Follow the link: Checkpoint 16.4.2.
Problem 16.5.25. Energy Stored in Achiles Tendon.
Follow the link: Checkpoint 16.4.3.
Problem 16.5.26. Elastic Energy Stored in a Deformed Jello.
Follow the link: Checkpoint 16.4.4.
Subsection 16.5.5 Miscellaneous
Problem 16.5.27. Tallest Concrete Building.
What is the tallest building one can build with concrete wall of thickness \(10\text{ cm}\text{?}\) Data: Density of concrete \(= 2,400\text{ kg/m}^3\text{,}\) Breaking stress of concrete compression \(= 20\text{ MPa}\text{.}\)
We need to compare the maximum stress in the wall, which should happen at the bottom of the wall to the breaking stress. Let \(w\) denote the thickness of the wall and \(h\) the height. Let \(\rho\) the density. Let us consider a column of area of cross-section \(w\times w\) for calculation purposes. Then, we expect stress of the weight above the bottom part
We see that thickness cancels out from the calculation. Let us equate this to the breaking stress, let us denote that by \(B\text{,}\) and solve for \(h\text{.}\)
Now, we put numerical values in SI units to get
Problem 16.5.28. Tension in a Crane Cable.
Figure 16.5.29 shows a crane supporting a load of mass \(m\) by a cable BC. The boom AB of the crane has mass \(M\) and length \(L\text{.}\) The boom makes an angle \(\theta\) with horizontal diration. The cable BC makes an angle \(\phi\) with the boom. (a) Find the tension \(T\) in the cable. (b) Find the force at the base of the boom.
Do the problem in symbols first, and then check for the following numbers. \(M=1,000\text{ kg}\text{,}\) \(L = 20\text{ m}\text{,}\) \(m = 4,000\text{ kg}\text{,}\) \(\theta = 30^{\circ}\text{,}\) \(\phi = 10^{\circ}\text{.}\)

Balance torque on the boom.
Balance forces on the boom.
\(T = 220,000\text{ N}\text{,}\) \(A_x = 207,000\text{ N}\text{,}\) \(A_y = 124,000\text{ N} \text{.}\)
(a) Note that tension in cable BC is not equal to \(mg\text{,}\) the tension in the cable to which load \(m\) is attached. We will balance torque on the boom to get the tension in the cable, which we can use in the balance of force equations to obtain the force at the base of the boom.
Figure 16.5.30 helps us find the lever arms we need in the torque calculations. We will use counterclockwise positive.

Balancing the torque on the boom AB gives the following equation.
where the lever arms are
Therefore,
Numerically, with
we get
(b) Let \(A_x \) and \(A_y \) be the components of the force at the base. Balancing of forces on the boom AB gives the following equations.
which give us the components of the force at the base. From these we can find the magnitude and direction of he force at the base.
Numerical values give us
Problem 16.5.31. Tipping a Table.
A boy is walking on a table of half his mass and getting dangerously close to the edge. If the boy is a distance \(x\) from the edge the table will trip about the legs closest to the edge as shown in Figure 16.5.32. You can assume \(d = L/5\) and \(L=1.5\text{ m}\text{.}\)
(a) Find \(x\) in terms of the given dimensions in the figure.
(b) What should be the minimum mass of any boy relative to the mass of the table so that the table will not tip at all no matter where the boy stands? That is, if the mass of the table is \(M \) and the mass of the boy is \(m\text{,}\) give the critical \(m/M\text{.}\)

Normal on the far side leg will be zero at the tipping point.
(a) \(7.5\text{ cm}\text{,}\) (b) \(\lt 1.5\text{.}\)
Figure 16.5.33 shows forces on the table. Just after the tipping occurs, the left leg will no longer be in contact with the flor. Therefore, as the boy moves closer and closer to the right edge, the normal force \(N_1\) will decrease, and at the tipping point \(N_1=0\text{.}\) Similarly, \(F_{s1}=0\text{.}\)

The torque of all fiorces about the pivot point O we get
Taking the notation that Counterclockwise is positive and clockwise negative we get the following equation from the net torque on the table.
Solving for \(x\) gives
Using the given data,
(b) The critical condition will correspond to \(x=0\) since that will mean we are just at the edge of the table. This gives
Solving this for \(M/m \) we get
Therefore,
This says that if \(m/M = 1.5\text{,}\) the boy will tip the table if he sits at the edge, but if his mass is any less, he would not succeed.