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Chapter 9 Static Equilibrium; Elasticity and Fracture
Units of Chapter 9 ,[object Object],[object Object],[object Object],[object Object]
Chapter 9: Equilibrium, Elasticity ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
9-1 The Conditions for Equilibrium An object with forces acting on it, but that is not moving, is said to be in  equilibrium .
Sect. 9-1: Conditions for Equilibrium ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
9-1 The Conditions for Equilibrium The  first  condition for equilibrium is that the  forces  along each coordinate axis add to  zero . ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
9-1 The Conditions for Equilibrium The  second  condition of equilibrium is that there be no  torque  around any axis; the choice of axis is  arbitrary . ,[object Object],[object Object],[object Object],[object Object],[object Object]
Conceptual Example 9-3: A Lever ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
[object Object]
9-2 Solving Statics Problems ,[object Object],[object Object],[object Object],[object Object],[object Object]
Example 9-4 ∑ F y  = 0 = F N  – m A g – m B g – Mg  ∑ τ  = 0  about point P m A g*2.5 – m B gx + Mg*0 + F N *0 = 0 x = 3 m
Problem 16 m 1  = 50kg, m 2  = 35 kg, m 3  = 25 kg, L = 3.6m Find  x   so the see-saw balances.  Use  ∑ τ  = 0   (Take rotation axis through point  A ) ∑ τ  = m 2 g(L/2) + m 3 g x - m 1 g(L/2) = 0 Put in numbers, solve for   x : x = 1.1 m
Example 9-5 ∑ τ  = 0  about F A  line of application (about point P) -1500*10*g -15000*15*g+F B *20=0 F B  = 118000 N ∑ F y  = 0 F A  – 1500*g – 15000*g + F B  = 0 F A  = 44100 N ∑ τ  = 0  about F A  line of application (about point P) to get F B  and then  ∑ τ  = 0  about F B  line of application to get F A
9-2 Solving Statics Problems If a force in your solution comes out  negative  (as  F A  will here), it just means that it’s in the  opposite  direction from the one you chose. This is trivial to fix, so don’t worry about getting all the signs of the forces right before you start solving.
9-2 Solving Statics Problems If there is a  cable  or  cord  in the problem, it can support forces only  along  its length. Forces perpendicular to that would cause it to bend.
Problem 9-11 m = 170 kg,  θ  = 33º .  Find tensions in cords ∑ F x  = 0 = F T1  - F T2  cos θ   (1) ∑ F y  = 0 = F T2  sin θ  - mg  (2) (2)    F T2  = (mg/sin θ )  = 3058.9   N Put into  (1) . Solve for  F T1  = F T2  cos θ  = 2565.4   N
Prob. 9- 20  Mg =245 N, mg =155 N    θ   = 35º, L =1.7 m, D =1.35m F T , F hV , F hH  =  ? For  ∑ τ  = 0  take rotation axis through point A:  ∑ τ   = 0 = -(F T sin θ )D +Mg(L)+mg(L/2)   F T  = 708 N ∑ F x  = 0 = F hH  - F T cos θ     F hH  = 580 N ∑ F y  = 0 = F hV  + F T sin θ  -mg -Mg    F hV  = - 6 N (down)
Prob. 9-21  M = 21.5 kg, m = 12 kg    θ  = 37º, L = 7.5 m, H = 3.8 m F T , F AV , F AH  =  ? For  ∑ τ  = 0  take rotation axis through point A: ∑ τ  = 0   = F T H - Mg(Lcos θ ) - mg(L/2) cos θ    F T  = 425 N. ∑F x  = 0 =F AH  - F T     F AH  = 425 N ∑ F y  = 0 = F AV  -mg -Mg    F AV  = 328 N
Section 9-4:   Stability & Balance ,[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
9-4 Stability and Balance If the forces on an object are such that they tend to  return  it to its equilibrium position, it is said to be in  stable  equilibrium.
9-4 Stability and Balance If, however, the forces tend to move it  away  from its equilibrium point, it is said to be in  unstable  equilibrium.
9-4 Stability and Balance An object in  stable  equilibrium may become  unstable  if it is  tipped  so that its center of gravity is  outside  the pivot point. Of course, it will be stable again once it lands!
9-4 Stability and Balance People carrying heavy loads automatically  adjust  their posture so their  center of mass  is over their  feet . This can lead to injury if the contortion is too great.
Summary of Chapter 9 ,[object Object],[object Object],[object Object]

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Lecture Ch 9

  • 1. Chapter 9 Static Equilibrium; Elasticity and Fracture
  • 2.
  • 3.
  • 4. 9-1 The Conditions for Equilibrium An object with forces acting on it, but that is not moving, is said to be in equilibrium .
  • 5.
  • 6.
  • 7.
  • 8.
  • 9.
  • 10.
  • 11. Example 9-4 ∑ F y = 0 = F N – m A g – m B g – Mg ∑ τ = 0 about point P m A g*2.5 – m B gx + Mg*0 + F N *0 = 0 x = 3 m
  • 12. Problem 16 m 1 = 50kg, m 2 = 35 kg, m 3 = 25 kg, L = 3.6m Find x so the see-saw balances. Use ∑ τ = 0 (Take rotation axis through point A ) ∑ τ = m 2 g(L/2) + m 3 g x - m 1 g(L/2) = 0 Put in numbers, solve for x : x = 1.1 m
  • 13. Example 9-5 ∑ τ = 0 about F A line of application (about point P) -1500*10*g -15000*15*g+F B *20=0 F B = 118000 N ∑ F y = 0 F A – 1500*g – 15000*g + F B = 0 F A = 44100 N ∑ τ = 0 about F A line of application (about point P) to get F B and then ∑ τ = 0 about F B line of application to get F A
  • 14. 9-2 Solving Statics Problems If a force in your solution comes out negative (as F A will here), it just means that it’s in the opposite direction from the one you chose. This is trivial to fix, so don’t worry about getting all the signs of the forces right before you start solving.
  • 15. 9-2 Solving Statics Problems If there is a cable or cord in the problem, it can support forces only along its length. Forces perpendicular to that would cause it to bend.
  • 16. Problem 9-11 m = 170 kg, θ = 33º . Find tensions in cords ∑ F x = 0 = F T1 - F T2 cos θ (1) ∑ F y = 0 = F T2 sin θ - mg (2) (2)  F T2 = (mg/sin θ ) = 3058.9 N Put into (1) . Solve for F T1 = F T2 cos θ = 2565.4 N
  • 17. Prob. 9- 20 Mg =245 N, mg =155 N θ = 35º, L =1.7 m, D =1.35m F T , F hV , F hH = ? For ∑ τ = 0 take rotation axis through point A: ∑ τ = 0 = -(F T sin θ )D +Mg(L)+mg(L/2)  F T = 708 N ∑ F x = 0 = F hH - F T cos θ  F hH = 580 N ∑ F y = 0 = F hV + F T sin θ -mg -Mg  F hV = - 6 N (down)
  • 18. Prob. 9-21 M = 21.5 kg, m = 12 kg θ = 37º, L = 7.5 m, H = 3.8 m F T , F AV , F AH = ? For ∑ τ = 0 take rotation axis through point A: ∑ τ = 0 = F T H - Mg(Lcos θ ) - mg(L/2) cos θ  F T = 425 N. ∑F x = 0 =F AH - F T  F AH = 425 N ∑ F y = 0 = F AV -mg -Mg  F AV = 328 N
  • 19.
  • 20. 9-4 Stability and Balance If the forces on an object are such that they tend to return it to its equilibrium position, it is said to be in stable equilibrium.
  • 21. 9-4 Stability and Balance If, however, the forces tend to move it away from its equilibrium point, it is said to be in unstable equilibrium.
  • 22. 9-4 Stability and Balance An object in stable equilibrium may become unstable if it is tipped so that its center of gravity is outside the pivot point. Of course, it will be stable again once it lands!
  • 23. 9-4 Stability and Balance People carrying heavy loads automatically adjust their posture so their center of mass is over their feet . This can lead to injury if the contortion is too great.
  • 24.