International Edition---engineering Mechanics: Statics, 4th Edition
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN: 9781305501607
Author: Andrew Pytel And Jaan Kiusalaas
Publisher: CENGAGE L
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Chapter 10, Problem 10.61P
To determine

The angle θ1 and θ2 at equilibrium.

Expert Solution & Answer
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Answer to Problem 10.61P

The angle θ1 and θ2 at equilibrium are, θ1=4.60θ2=34.10.

Explanation of Solution

Given information:

Load W=kL10.

A diagram with all required dimensions has been given.

  International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 10, Problem 10.61P , additional homework tip  1

Calculation:

Consider the deflection of each spring is sB,sC,sD.

  International Edition---engineering Mechanics: Statics, 4th Edition, Chapter 10, Problem 10.61P , additional homework tip  2

By using the geometry, deflection of each spring

  sB=L2Sinθ1sC=LSinθ1sD=LSinθ1+L2Sinθ2h=LSinθ1+LSinθ2

The total potential energy = gravitational potential energy + potential energy of springs

  V=Vg+Ve......1

Where,

  Vg=WhVg=kL10×(Lsinθ1+Lsinθ2)Vg=kL210×(sinθ1+sinθ2)(2)

Ve = Sum of potential energy of all springs

(Each value of potential energy of spring Ve=12ks2, so we have to add all the three)

  Ve=12ksB2+12ksC2+12ksD2Ve=12k( L 2sin θ 1)2+12k(Lsin θ 1)2+12k(Lsin θ 1+ L 2sin θ 2)2Ve=12kL2(14 sin2θ1+ sin2θ1+ sin2θ1+14 sin2θ2+sinθ1sinθ2)Ve=12kL2(94 sin2θ1+14 sin2θ2+sinθ1sinθ2)(3)

Substituting, 2 and 3 in 1.

  V=Vg+VeV=kL210×(sinθ1+sinθ2)+12kL2(94 sin2θ1+14 sin2θ2+sinθ1sinθ2)

Now, differentiate V with respect to θ1 and θ2 separately and then finally equate them to zero to find the value of θ1 and θ2 respectively.

Differentiating with respect to θ1 ,

  dVdθ1=kL210×(cosθ1+0)+12kL2(94×2sinθ1cosθ1+14×0+cosθ1sinθ2)dVdθ1=kL2cosθ1(1 10 188sinθ112sinθ2)

Now, substituting dVdθ1=0 ,

  kL2cosθ1(1 10 188sinθ112sinθ2)=0110188sinθ112sinθ2=09sinθ1+2sinθ2=25(4)

Similarly, differentiating with respect to θ2 ,

  dVdθ2=kL210×(0+cosθ2)+12kL2(0+14×2sinθ2cosθ2+cosθ2sinθ1)dVdθ2=kL2cosθ2(1 1014sinθ212sinθ1)

Now, substituting dVdθ2=0 ,

  kL2cosθ2(1 1014sinθ212sinθ1)=011014sinθ212sinθ1=02sinθ1+sinθ2=25(5)

Solving linear equations 4 and 5 simultaneously we get,

  sinθ1=.08sinθ2=0.56

So taking inverse,

  θ1=4.60θ2=34.10

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Chapter 10 Solutions

International Edition---engineering Mechanics: Statics, 4th Edition

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