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Equilibrium, Elasticity, and Hooke’s Law

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Equilibrium, Elasticity, and Hooke’s Law. Conditions for equilibrium:. Exam Example 26: Ladder against wall (example 11.3, problem 11.10). d/2. h . x . Static equilibrium:. y. State with is equilibrium but is not static. Data: m, M, d, h, y, μ s Find: (a) F 2 , (b) F 1 , f s ,. d. θ. - PowerPoint PPT Presentation
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Equilibrium, Elasticity, and Hooke’s La 0 0 ) 2 ( 0 0 ) 1 ( i i i a F nditions for equilibrium: atic equilibrium: 0 v with uilibrium but is not static. 0 const v rategy of problem solution: e of the axis of rotation: y - the simpler the better. e-body diagram: all external forces and ints of action. lculate lever arm and or each force. ve for unknowns. 0 F 0 Exam Example 26: Ladder against wall (example 11.3, problem 11.10) (c) y man when ladder starts to slip Data: m, M, d, h, y, μ s Find: (a) F 2 , (b) F 1 , f , 1 F 2 F s f g m g M h θ x d/2 y Solution: equilibrium equations yield (a) F 2 = Mg + mg ; (b) F 1 = f s Choice of B-axis (no torque from F 2 and f s ) F 1 h = mgx + Mgd/2 → F 1 = g(mx+Md/2)/h = f s (c) Ladder starts to slip when μ s F 2 = f s , x → μ s g (M+m) = g (my man d/h+Md/2)/h → d h d md Mh d h m Mh md h m M y s s s man 2 2 ) ( 2 2 2
Transcript
Page 1: Equilibrium, Elasticity, and Hooke’s Law

Equilibrium, Elasticity, and Hooke’s Law

00)2(

00)1(

i

ii aF

Conditions for equilibrium:

Static equilibrium: 0v

State with is equilibrium but is not static.

0constv

Strategy of problem solution:(0)(i) Choice of the axis of rotation:arbitrary - the simpler the better.(ii) Free-body diagram: identify all external forces and their points of action.(iii) Calculate lever arm and torque for each force.(iv) Solve for unknowns.

0F

0

Exam Example 26: Ladder against wall (example 11.3, problem 11.10)

(c) yman when ladder starts to slip

Data: m, M, d, h, y, μsFind: (a) F2, (b) F1, fs,

1F

2F

sf

gmgM h

θ

x

d/2

y

Solution: equilibrium equations yield(a) F2= Mg + mg ; (b) F1 = fs Choice of B-axis (no torque from F2 and fs) F1h = mgx + Mgd/2 → F1= g(mx+Md/2)/h = fs

(c) Ladder starts to slip when μsF2 = fs, x = yd/h→ μsg (M+m) = g (mymand/h+Md/2)/h →

d

hd

mdMh

dh

mMh

mdhmMy s

ssman 22

)( 222

Page 2: Equilibrium, Elasticity, and Hooke’s Law

Center of GravityDefinition. The center of gravity of a rigid body isthe point at which its weight can be considered to actwhen calculating the torque due to gravity:

gMrcg

Derivation:

i i

cmii

iii gMrgMMrm

gmr

)(

Mrm

rr iicmcg

(if has the same value at all points on a body)g

cmcg

cgiz

xgmmgmxgmxx

gmmx

gmxgmx

)(

)(

21

2211

21

2211

Center of gravitycan be located bysuspending objectfrom different points.

Note: Center of gravity may lie “outside” the object. gM

Page 3: Equilibrium, Elasticity, and Hooke’s Law

The larger the area of support and the lower the center of gravity,the more difficult it is to overturn a body.

Page 4: Equilibrium, Elasticity, and Hooke’s Law

Stress, Strain, and Elastic ModuliStress = (Elastic modulus) · Strain

Units: [stress F/A]=[pressure p] = 1 N/m2 = 1 pascal = 1 Pa = 1.45·10-4 psi (lb/in2)Young’s modulus Y~1011 N/m2

Shear modulus S~Y/3 Bulk modulus B~YAllYF )/( 0

AhxSF )/(|| )/( 0VVBp

(only for solids, S=0 for fluids)

Page 5: Equilibrium, Elasticity, and Hooke’s Law

Stress versus Strain and Hooke’s LawStress Modulus Strain

Tensile F┴/Aor compressive

=Y Δl/l0

Shear F║/A =S Δx/hBulk Δp =B -ΔV/V0

Stress = (Elastic modulus) · Strain

Elastichysteresis

Robert Hooke (1635-1703)(a contemporary of Newton)

F = - kx

Page 6: Equilibrium, Elasticity, and Hooke’s Law

Interesting property: shorter springs are stiffer springs Proof: Force F is constant along the spring and x = x/2 + x/2 → F = - kx = - 2k (x/2)

L+x

L/2+x/2 L/2+x/2F


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