VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS
VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS
11th Edition
ISBN: 9781259633133
Author: BEER
Publisher: MCG
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Chapter 7.4, Problem 7.116P

(a)

To determine

The vertical distance (a).

(a)

Expert Solution
Check Mark

Answer to Problem 7.116P

The vertical distance (a) is a=4.05m_.

Explanation of Solution

The free body diagram for the portion AC is depicted below:

VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS, Chapter 7.4, Problem 7.116P , additional homework tip  1

Refer fig 1,

Write the equation of net force along vertical direction,

Ay9w=0Ay=9w (I)

Here, the forces are Ay,w.

Write the equation of momentum,

Toa(9w)r1=0 (II)

Here, the tension is To, the vertical distance is a, the distance is r1.

The free body diagram for the portion CB is depicted below:

VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS, Chapter 7.4, Problem 7.116P , additional homework tip  2

Refer fig 2.

Write the equation of net force along vertical direction,

By6w=0By=6w (III)

Here, the forces are By.

The free body diagram for the entire cable is depicted below:

VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS, Chapter 7.4, Problem 7.116P , additional homework tip  3

Refer fig 3.

Write the equation of momentum,

15wr2Byr3Tor4=0 (IV)

Here, the distance is r2,r3,r4.

Conclusion:

Substitute 7.5m for r2, 6w for By, 15m for r3, 2.25m for r4 in Equation (IV).

[(15w)(7.5m)](6w)(15m)To(2.25m)=0To=10w

Substitute 10w for To, 4.5m for r1 in Equation (II).

10wa(9w)(4.5m)=0a=4.05m

Thus, the vertical distance (a) is a=4.05m_.

(b)

To determine

The length of the cable.

(b)

Expert Solution
Check Mark

Answer to Problem 7.116P

The length of the cable is L=16.41m_.

Explanation of Solution

Write the equation of length of the cable

L=sAC+sCB (V)

Here, the length of the cable is L, the length of the portion is sAC, the length of the portion CB is sCB.

Write the equation of the length of the portion AC,

sAC=xA[1+23(yAxA)225(yAxA)4+....] (VI)

Here, the coordinates are xA,yA.

Write the equation of the length of the portion CB,

sCB=xB[1+23(yBxB)225(yBxB)4+....] (VII)

Here, the coordinates are xB,yB.

Conclusion:

Substitute 9m for xA, 4.05m for yA in Equation (VI).

sAC=(9m)[1+23((4.05m)(9m))225((4.05m)(9m))4+....]=10.067m

Substitute (6m) for xB, (4.05m2.25m) for yB in Equation (VII).

sCB=(6m)[1+23((4.05m2.25m)(6m))225((4.05m2.25m)(6m))4+....]=6.341m

Substitute, 10.067m for sAC, 6.341m for sCB in equation (V)

L=(10.067m)+(6.341m)=16.41m

Thus, the length of the cable is L=16.41m_.

(c)

To determine

The component of the reaction a A.

(c)

Expert Solution
Check Mark

Answer to Problem 7.116P

The component of the reaction a A is Ax=5890NAy=5300N_.

Explanation of Solution

Write the equation of vertical component of reaction A

Ay=9w (VIII)

Write the equation of the horizontal component of reaction A

Ax=ToAx=10w (IX)

Conclusion:

Substitute [(60kg/m)(9.81m/s2)] for w in Equation (VIII).

Ay=9[(60kg/m)(9.81m/s2)]=5297.4N5300N, 

Substitute [(60kg/m)(9.81m/s2)] for w in Equation (IX).

Ax=(10)[(60kg/m)(9.81m/s2)]=5890N,

Thus, the component of the reaction a A is Ax=5890NAy=5300N_.

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Chapter 7 Solutions

VECTOR MECH...,STAT.+DYNA.(LL)-W/ACCESS

Ch. 7.1 - A semicircular rod is loaded as shown. 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PROBLEM...Ch. 7.2 - Assuming the upward reaction of the ground on beam...Ch. 7.2 - Prob. 7.46PCh. 7.2 - Prob. 7.47PCh. 7.2 - Prob. 7.48PCh. 7.2 - Prob. 7.49PCh. 7.2 - Prob. 7.50PCh. 7.2 - Prob. 7.51PCh. 7.2 - 7.51 and 7.52 Draw the shear and bending-moment...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 - 7.63 Using the method of Sec, 73. solve Prob....Ch. 7.3 - Prob. 7.64PCh. 7.3 - Prob. 7.65PCh. 7.3 - Prob. 7.66PCh. 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 - Prob. 7.69PCh. 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 - Prob. 7.72PCh. 7.3 - Using the method of Sec. 7.3, solve Prob. 7.41....Ch. 7.3 - Prob. 7.74PCh. 7.3 - Prob. 7.75PCh. 7.3 - Prob. 7.76PCh. 7.3 - 7.77 and 7.78 For the beam and loading shown. 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