VECTOR MECHANICS FOR ENGINEERS W/CON >B
VECTOR MECHANICS FOR ENGINEERS W/CON >B
12th Edition
ISBN: 9781260804638
Author: BEER
Publisher: MCG
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Chapter 7.5, Problem 7.147P
To determine

Find the distance a.

Expert Solution & Answer
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Answer to Problem 7.147P

The distance a is 3.50ft_.

Explanation of Solution

Given information:

The length of the cable AB is L=10ft.

The value of angle θ is 30°.

The collar at A is slides freely and the collar at B is prevented from the moving.

Calculation:

Show the free-body diagram of the cable assembly as in Figure 1.

VECTOR MECHANICS FOR ENGINEERS W/CON >B, Chapter 7.5, Problem 7.147P

Refer the Equation 7.16 in the textbook.

Write the equation of the catenary cable as follows;

y=ccoshxc

Differentiate the equation with x;

dydx=sinhxc

The slope at point A is;

tanθ=|dydx|A=sinhxAcxAc=sinh(tan(90°θ))xA=csinh1(tan(90°θ)) (1)

The length of the portion AC is as follows:

AC=csinh(xAc)

The length of the portion CB is as follows:

CB=csinh(xBc)

Find the distance xB using the relation.

L=AC+CB

Substitute 10 ft for L, csinh(xAc) for AC, and csinh(xBc) for CB.

10=csinh(xAc)+csinh(xBc)csinh(xBc)=10csinh(xAc)sinh(xBc)=10csinh(xAc)xB=csinh1[10csinh(xAc)] (2)

Find the distance (yA) using the relation.

yA=ccosh(xAc) (3)

Find the distance (yB) using the relation.

yB=ccosh(xBc) (4)

Consider the triangle ABD;

Find the value of tanθ using the relation.

tanθ=OppositesideAdjacentside=yByAxB+xA (5)

Find the distance a using the relation.

a=yByA (6)

Use the trial and error procedure to find the value of a.

Consider the value of c and for the given value of θ=30°, find the angle θ in the equation (5). The calculated value of angle θ and the given value of θ=30° should be equal.

Trial 1:

Consider a trial value of 1.60 ft for c.

c=1.60ft

Substitute 1.60 ft for c and 30° for θ in Equation (1).

xA=1.60×sinh1(tan(90°30°))=2.107ft

Substitute 1.60 ft for c and 2.107 ft for xA in Equation (2).

xB=1.60×sinh1[101.60sinh(2.1071.60)]=3.541ft

Substitute 1.60 ft for c and 2.107 ft for xA in Equation (3).

yA=1.60×cosh(2.1071.60)=3.20ft

Substitute 1.60 ft for c and 3.541 ft for xB in Equation (4).

yB=1.60×cosh(3.5411.60)=7.404ft

Substitute 2.107 ft for xA, 3.541 ft for xB, 3.20 ft for yA, and 7.404 ft for yB in Equation (5).

tanθ=7.4043.203.541+2.107θ=36.658°

The calculated value of θ=36.658° is not equal to the given value of θ=30°

Trial 2:

Consider a trial value of 1.70 ft for c.

c=1.70ft

Substitute 1.70 ft for c and 30° for θ in Equation (1).

xA=1.70×sinh1(tan(90°30°))=2.239ft

Substitute 1.70 ft for c and 2.239 ft for xA in Equation (2).

xB=1.70×sinh1[101.70sinh(2.2391.70)]=3.622ft

Substitute 1.70 ft for c and 2.239 ft for xA in Equation (3).

yA=1.70×cosh(2.2391.70)=3.40ft

Substitute 1.70 ft for c and 3.622 ft for xB in Equation (4).

yB=1.70×cosh(3.6221.70)=7.257ft

Substitute 2.239 ft for xA, 3.622 ft for xB, 3.40 ft for yA, and 7.257 ft for yB in Equation (5).

tanθ=7.2573.403.622+2.239θ=33.352°

The calculated value of θ=33.352° is not equal to the given value of θ=30°

Trial 3:

Consider a trial value of 1.803 ft for c.

c=1.803ft

Substitute 1.803 ft for c and 30° for θ in Equation (1).

xA=1.803×sinh1(tan(90°30°))=2.374ft

Substitute 1.803 ft for c and 2.374 ft for xA in Equation (2).

xB=1.803×sinh1[101.803sinh(2.3741.803)]=3.694ft

Substitute 1.803 ft for c and 2.374 ft for xA in Equation (3).

yA=1.803×cosh(2.3741.803)=3.606ft

Substitute 1.803 ft for c and 3.694 ft for xB in Equation (4).

yB=1.803×cosh(3.6941.803)=7.110ft

Substitute 2.374 ft for xA, 3.694 ft for xB, 3.606 ft for yA, and 7.11 ft for yB in Equation (5).

tanθ=7.113.6063.694+2.374θ=30°

The calculated value of θ=30° is equal to the given value of θ=30°

Therefore, the value of c is 1.803 ft.

Substitute 3.606 ft for yA, and 7.11 ft for yB in Equation (6).

a=7.113.606=3.50ft

Therefore, the distance a is 3.50ft_.

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Chapter 7 Solutions

VECTOR MECHANICS FOR ENGINEERS W/CON >B

Ch. 7.1 - A semicircular rod is loaded as shown. Determine...Ch. 7.1 - Fig. P7.11 and P7.12 7.12 A semicircular rod is...Ch. 7.1 - The axis of the curved member AB is a parabola...Ch. 7.1 - Knowing that the axis of the curved member AB is a...Ch. 7.1 - Prob. 7.15PCh. 7.1 - Fig. P7.15 and P7.16 7.16 Knowing that the radius...Ch. 7.1 - Prob. 7.17PCh. 7.1 - For the frame of Prob. 7.17, determine the...Ch. 7.1 - Knowing that the radius of each pulley is 200 mm...Ch. 7.1 - Fig. P7.19 and P7.20 7.20 Knowing that the radius...Ch. 7.1 - and 7.22 A force P is applied to a bent rod that...Ch. 7.1 - and 7.22 A force P is applied to a bent rod that...Ch. 7.1 - Prob. 7.23PCh. 7.1 - For the rod of Prob. 7.23, determine the magnitude...Ch. 7.1 - A semicircular rod of weight W and uniform cross...Ch. 7.1 - Prob. 7.26PCh. 7.1 - Prob. 7.27PCh. 7.1 - 7.27 and 7.28 A half section of pipe rests on a...Ch. 7.2 - 7.29 through 7.32 For the beam and loading shown,...Ch. 7.2 - 7.29 through 7.32 For the beam and loading shown,...Ch. 7.2 - Prob. 7.31PCh. 7.2 - 7.29 through 7.32 For the beam and loading shown,...Ch. 7.2 - 7.33 and 7.34 For the beam and loading shown, (a)...Ch. 7.2 - 7.33 and 7.34 For the beam and loading shown, (a)...Ch. 7.2 - 7.35 and 7.36 For the beam and loading shown, (a)...Ch. 7.2 - Prob. 7.36PCh. 7.2 - 7.37 and 7.38 For the beam and loading shown, (a)...Ch. 7.2 - 7.37 and 7.38 For the beam and loading shown, (a)...Ch. 7.2 - For the beam and loading shown, (a) draw the shear...Ch. 7.2 - For the beam and loading shown, (a) draw the shear...Ch. 7.2 - Prob. 7.41PCh. 7.2 - For the beam and loading shown, (a) draw the shear...Ch. 7.2 - Assuming the upward reaction of the ground on beam...Ch. 7.2 - Solve Problem 7.43 knowing that P = 3wa. PROBLEM...Ch. 7.2 - Assuming the upward reaction of the ground on beam...Ch. 7.2 - Prob. 7.46PCh. 7.2 - Assuming the upward reaction of the ground on beam...Ch. 7.2 - Assuming the upward reaction of the ground on beam...Ch. 7.2 - Draw the shear and bending-moment diagrams for the...Ch. 7.2 - Draw the shear and bending-moment diagrams for the...Ch. 7.2 - Draw the shear and bending-moment diagrams for the...Ch. 7.2 - Draw the shear and bending-moment diagrams for the...Ch. 7.2 - Two small channel sections DF and EH have been...Ch. 7.2 - Solve Prob. 7.53 when = 60. PROBLEM 7.53 Two...Ch. 7.2 - For the structural member of Prob. 7.53, determine...Ch. 7.2 - For the beam of Prob. 7.43, determine (a) the...Ch. 7.2 - Determine (a) the distance a for which the maximum...Ch. 7.2 - For the beam and loading shown, determine (a) the...Ch. 7.2 - A uniform beam is to be picked up by crane cables...Ch. 7.2 - Knowing that P = Q = 150 lb, determine (a) the...Ch. 7.2 - Prob. 7.61PCh. 7.2 - Prob. 7.62PCh. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.29....Ch. 7.3 - Prob. 7.64PCh. 7.3 - Prob. 7.65PCh. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.32....Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.33....Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.34....Ch. 7.3 - 7.69 and 7.70 For the beam and loading shown, (a)...Ch. 7.3 - 7.69 and 7.70 For the beam and loading shown, (a)...Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.39....Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.40....Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.41....Ch. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.42....Ch. 7.3 - 7.75 and 7.76 For the beam and loading shown, (a)...Ch. 7.3 - Prob. 7.76PCh. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - For the beam and loading shown, (a) draw the shear...Ch. 7.3 - (a) Draw the shear and bending-moment diagrams for...Ch. 7.3 - Solve Prob. 7.83 assuming that the 300-lb force...Ch. 7.3 - For the beam and loading shown, (a) write the...Ch. 7.3 - For the beam and loading shown, (a) write the...Ch. 7.3 - For the beam and loading shown, (a) write the...Ch. 7.3 - Prob. 7.88PCh. 7.3 - The beam AB supports the uniformly distributed...Ch. 7.3 - Solve Prob. 7.89 assuming that the uniformly...Ch. 7.3 - The beam AB is subjected to the uniformly...Ch. 7.3 - Solve Prob. 7.91 assuming that the uniformly...Ch. 7.4 - Three loads are suspended as shown from the cable...Ch. 7.4 - Knowing that the maximum tension in cable ABCDE is...Ch. 7.4 - Prob. 7.95PCh. 7.4 - Fig. P7.95 and P7.96 7.96 If dA = dc = 6 ft,...Ch. 7.4 - Knowing that dc = 5 m, determine (a) the distances...Ch. 7.4 - Fig. P7.97 and P7.98 7.98 Determine (a) distance...Ch. 7.4 - Knowing that dc = 9 ft, determine (a) the...Ch. 7.4 - Fig. P7.99 and P7.100 7.100 Determine (a) the...Ch. 7.4 - Knowing that mB = 70 kg and mC = 25 kg, determine...Ch. 7.4 - Prob. 7.102PCh. 7.4 - Prob. 7.103PCh. 7.4 - Prob. 7.104PCh. 7.4 - Prob. 7.105PCh. 7.4 - If a = 4 m, determine the magnitudes of P and Q...Ch. 7.4 - An electric wire having a mass per unit length of...Ch. 7.4 - Prob. 7.108PCh. 7.4 - Prob. 7.109PCh. 7.4 - Prob. 7.110PCh. 7.4 - Prob. 7.111PCh. 7.4 - Two cables of the same gauge are attached to a...Ch. 7.4 - Prob. 7.113PCh. 7.4 - Prob. 7.114PCh. 7.4 - Prob. 7.115PCh. 7.4 - Prob. 7.116PCh. 7.4 - Prob. 7.117PCh. 7.4 - Prob. 7.118PCh. 7.4 - Prob. 7.119PCh. 7.4 - Prob. 7.120PCh. 7.4 - Prob. 7.121PCh. 7.4 - Prob. 7.122PCh. 7.4 - Prob. 7.123PCh. 7.4 - Prob. 7.124PCh. 7.4 - Prob. 7.125PCh. 7.4 - Prob. 7.126PCh. 7.5 - A 25-ft chain with a weight of 30 lb is suspended...Ch. 7.5 - A 500-ft-long aerial tramway cable having a weight...Ch. 7.5 - Prob. 7.129PCh. 7.5 - Prob. 7.130PCh. 7.5 - Prob. 7.131PCh. 7.5 - Prob. 7.132PCh. 7.5 - Prob. 7.133PCh. 7.5 - Prob. 7.134PCh. 7.5 - Prob. 7.135PCh. 7.5 - Prob. 7.136PCh. 7.5 - Prob. 7.137PCh. 7.5 - Prob. 7.138PCh. 7.5 - Prob. 7.139PCh. 7.5 - Prob. 7.140PCh. 7.5 - Prob. 7.141PCh. 7.5 - Prob. 7.142PCh. 7.5 - Prob. 7.143PCh. 7.5 - Prob. 7.144PCh. 7.5 - Prob. 7.145PCh. 7.5 - Prob. 7.146PCh. 7.5 - Prob. 7.147PCh. 7.5 - Prob. 7.148PCh. 7.5 - Prob. 7.149PCh. 7.5 - Prob. 7.150PCh. 7.5 - A cable has a mass per unit length of 3 kg/m and...Ch. 7.5 - Prob. 7.152PCh. 7.5 - Prob. 7.153PCh. 7 - Knowing that the turnbuckle has been tightened...Ch. 7 - Knowing that the turnbuckle has been tightened...Ch. 7 - Two members, each consisting of a straight and a...Ch. 7 - Knowing that the radius of each pulley is 150 mm,...Ch. 7 - Prob. 7.158RPCh. 7 - For the beam and loading shown, (a) draw the shear...Ch. 7 - For the beam and loading shown, (a) draw the shear...Ch. 7 - Prob. 7.161RPCh. 7 - Prob. 7.162RPCh. 7 - Prob. 7.163RPCh. 7 - Prob. 7.164RPCh. 7 - A 10-ft rope is attached to two supports A and B...
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