SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I
SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I
10th Edition
ISBN: 9781259489563
Author: BUDYNAS
Publisher: INTER MCG
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Chapter 4, Problem 73P

The cantilevered handle in Prob. 3–84 is made from mild steel. Let Fy = 250 lbf and Fx = Fz = 0. Using Castigliano’s theorem, determine the vertical deflection (along the y axis) at the tip. Repeat the problem with shaft OC simplified to a uniform diameter of 1 in for its entire length. What is the percent error from this simplification?

Expert Solution & Answer
Check Mark
To determine

The vertical deflection at the tip along the y-axis.

The percentage error of the deflection in case of simplified shaft.

Answer to Problem 73P

The vertical deflection at the tip along the y-axis is 0.848in

The percentage error of the deflection in case of simplified shaft is 20.11%.

Explanation of Solution

The given force is the y-direction is Fy=250lbf, force in the x-direction is Fx=300lbf, the force in z-direction is Fz=0, the diameter of bar OA is 112in, the diameter of rod AB is 1in, length of rod AB is 9in, the length of rod CD is 12in, the diameter of the rod CD is 34in, the length of rod BC is 2in, and the diameter of rod BC is 112in.

Write the moment of inertia of the rod OA.

IOA=πdOA464 (I)

Here, the diameter of the rod OA is dOA.

The moment of inertia of the rod BC is equal to the moment of inertia of the rod OA.

Write the polar moment of inertia of the rod OA.

JOA=πdOA432 (II)

The polar moment of inertia of the rod BC is equal to that of OA.

Write the moment of inertia of the rod AB.

IAB=πdAB464 (III)

Here, the diameter of the rod AB is dAB.

Write the polar moment of inertia of the rod AB.

JAB=πdAB432 (IV)

Write the moment of inertia of the rod CD.

ICD=πdCD464 (V)

Here, the diameter of the rod CD is dCD.

Write the deflection at the tip by Castigliano’s theorem.

(δD)y=UF=(TlJG)TF+(1EI)MMFdx¯ (VI)

Here, the strain energy is U, the torque is T, the moment is M, the polar moment of inertia is J, the moment of inertia is I, the force is F, the axial force is Fa, the modulus of elasticity is E, the modulus of rigidity is G, the length of the member is l, and the dummy variable of position is x¯.

The dummy variable x¯ is used to originate at the ends where the loads are applied on each segment of the structure.

Write the moment function for OC.

(M)OC=Fx¯ (VII)

Differentiate the Equation (VII) with respect to F.

(MF)OC=F{Fx¯}=x¯

Write the torque on rod OC.

(T)OC=FlCD (VIII)

Differentiate the Equation (VIII) with respect to F.

(TF)OC=F[FlCD]=lCD

Write the moment function of the link CD.

(M)CD=Fx¯ (IX)

Differentiate the Equation (IX) with respect to F.

(MF)CD=F[Fx¯]=x¯

Substitute x¯ for (MF)CD, lCD for (TF)OC, (FlCD) for (T)OC, x¯ for (MF)OC, (Fx¯) for (M)OC, and (Fx¯) for (M)CD in Equation (VI).

δD=(TOC(lOA+lBC)JOAG)(TF)OC+(TOC(lOA+lBC)JABG)(TF)OC+1EIOA0lOAMOC(MF)OCdx¯+1EIABlOAlOBMOC(MF)OC+1E.IOAlOBlBCMOC(MF)OC+1E.ICD0lCDMCD(MF)CD=([(F)(lCD)](lOA+lBC)(JOA)G)(lCD)+(FlCDJABG)(lCD)+1EIOA0lOA(Fx¯)x¯dx¯+1EIABlOAlOB(Fx¯)x¯dx¯+1E.IOAlOBlOC(Fx¯)x¯dx¯+1E.ICD0(lCD)(Fx¯)x¯dx¯ (X)

For the case of simplified  shaft OC.

Substitute x¯ for (MF)CD, lCD for (TF)OC, (FlCD) for (T)OC, x¯ for (MF)OC, (Fx¯) for (M)OC, and (Fx¯) for (M)CD in Equation (VI).

(δB)y=TOClOCJABG(TF)OC+1EIAB0lOC(M)OC(MF)OCdx¯+1EICD0lCD(M)CD(MF)CDdx¯=[(FlCD)lOCJABG(lCD)+1EIAB0lOC(Fx¯)(x¯)dx¯+1EICD0lCD(Fx¯)(x¯)dx¯] . (XI)

Calculate  the percentage error of the simplified shaft deflection.

k=(δB)y(δD)y(δD)y×100 (XII)

Conclusion:

Refer to the Table A-5 “Physical Constants of Materials” and obtain the value of E=30Mpsi and G=11.5Mpsi for steel.

Substitute 112in for dOA in Equation (I).

IOA=π(112in)464=0.2485in4

Substitute 112in for dOA in Equation (II).

JOA=π(112in)432=0.4970in4

Substitute 1in for dAB in Equation (III).

IAB=π(1in)464=0.04909in4

Substitute 1in for dAB in Equation (IV).

JAB=π(1in)432=0.9819in4

Substitute 34in for dCD in Equation (V).

ICD=π(34in)464=0.01553in4

Substitute 12in for lCD, (250lbf) for F, (0.4970in4) for JOA, 2in for lOA, 0.04909in4 for IAB, 0.01553in4 for ICD, 11in lOB, 13in for lOC, 0.09819in4 for JAB, 0.2485in4 for IOA, 30Mpsi for E, and 11.5Mpsi for G in Equation (X).

δD=[([(250lbf)(12in)](2in+2in)(0.4970in4)(11.5Mpsi))(12in)+([(250lbf)(12in)](2in+2in)(0.09819in4)(11.5Mpsi))(12in)+1(30Mpsi)(0.2485in4)02in((250lbf)x¯)x¯dx¯+1(30Mpsi)(0.04909in4)2in11in((250lbf)x¯)x¯dx¯+1(30Mpsi).(0.2485in4)11in13in((250lbf)x¯)x¯dx¯+1(30Mpsi).(0.01553in4)0(12in)((250lbf)x¯)x¯dx¯]=[([(250lbf)(12in)](2in+2in)(0.4970in4)(11.5Mpsi))(12in)+([(250lbf)(12in)](2in+2in)(0.09819in4)(11.5Mpsi))(12in)+(250lbf)(30Mpsi)(0.2485in4)(250lbf)[x¯33]02in+(250lbf)(30Mpsi)(0.04909in4)(250lbf)[x¯33]211in+(250lbf)(30Mpsi).(0.2485in4)(250lbf)[x¯33]1113in+(250lbf)(30Mpsi).(0.01553in4)(250lbf)[x¯33]012in]=[1.008×104×250+1.148×103×250+3.58×107×250+2.994×104×250+3.872×105×250+1.2363×103×250]0.706in

Substitute (250lbf) for F, 12in for lCD, 13in for lOC, 0.09819in4 for JAB, 0.04909in4 for IAB, 0.01553in4 for ICD, 30Mpsi for E, and 11.5Mpsi for G in Equation (XI).

(δB)y=[((250lbf)(12in))(13in)(0.09819in4)(11.5Mpsi)(12in)+1(30Mpsi)(0.04909in4)013((250lbf)x¯)(x¯)dx¯+1(30Mpsi)(0.01553in4)012((250lbf)x¯)(x¯)dx¯]=[((250lbf)(12in))(13in)(0.09819in4)(11.5Mpsi)(12in)+1(30Mpsi)(0.04909in4)(250lbf)[x¯33]013+1(30Mpsi)(0.01553in4)(250lbf)[x¯33]012]=0.848in

Thus, the vertical deflection at the tip along the y-axis is 0.848in.

Substitute 0.848in for (δB)y, and 0.706in for (δD)y in Equation (XII).

k=(0.848in)(0.706in)(0.706in)×100=20.11%

Thus, the percentage error of the deflection in case of simplified shaft is 20.11%.

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Chapter 4 Solutions

SHIGLEY'S MECH.ENGINEERING DESIGN-EBK>I

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