Vector Mechanics for Engineers: Statics
Vector Mechanics for Engineers: Statics
12th Edition
ISBN: 9781259977268
Author: Ferdinand P. Beer, E. Russell Johnston Jr., David Mazurek
Publisher: McGraw-Hill Education
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Chapter 2.3, Problem 2.65P

A cable loop of length 1.5 m is placed around a crate. Knowing that the mass of the crate is 300 kg, determine the tension in the cable for each of the arrangements shown.

Chapter 2.3, Problem 2.65P, A cable loop of length 1.5 m is placed around a crate. Knowing that the mass of the crate is 300 kg,

(a)

Expert Solution
Check Mark
To determine

c

The tension in the cable for the given arrangement of the cable loop.

Answer to Problem 2.65P

The tension in the cable TAE is 2450N_.

Explanation of Solution

The length of the cable loop is 1.5m, the mass of the crate is 300kg.

Vector Mechanics for Engineers: Statics, Chapter 2.3, Problem 2.65P , additional homework tip  1

Above figure represents the free body diagram of the cable loop which is placed around a crate. The forces TAB and TBE are of same magnitude.

Write the expression for the weight acting on the system.

W=mg (I)

Here, W is the weight, m is the mass, and g is the gravitational acceleration.

Vector Mechanics for Engineers: Statics, Chapter 2.3, Problem 2.65P , additional homework tip  2

Figure 2 represents the force triangle of the given free body diagram to find the tension.

Refer from the figure P2.65And Write the expression for finding the cosine angle.

cosα=Adjacent side Hypotenuse=CD/2EB (II)

Write the expression for the total length of loop.

L=BE+AC+CD+DB+EA (III)

From the force triangle it is shown that TAE=TBE

Refer the figure 2.

According to the law of sines,

TAEsinα=122943N (IV)

Conclusion:

Substitute 300Kg for m and 9.8m/s2 for g in equation (I) to find W.

W=(300kg)(9.8m/s2)=2943.0N

From the figure given in the question the length BE is same as EA.rearrange equation III to find EB and substitute 1500 mm for L, 300mm for AC, 400mm for CD , and 300mm for DB to find EB.

L=AB+AC+CD+DB+2EB

Simplify to find EB.

EB=12(LACCDDB)=12(1500mm400mm300mm300mm)=250mm

Substitute 250mm for EB in the equation II to find α.

cosα=200mm250mm=0.8αcos1(0.8)=36.87°α=36.87°

Substitute 36.87° for α in the equation IV to find TAE.

TAEsin(36.87°)=12(2943.0N)TAE=2452.5N2450N

Therefore, the tension in the cable,TAE is 2450N_.

(b)

Expert Solution
Check Mark
To determine

The tension in the cable for the given arrangement of the cable loop.

Answer to Problem 2.65P

The tension in the cable TAE is 2220N_.

Explanation of Solution

The length of the cable loop is 1.5m, the mass of the crate is 300kg.

Vector Mechanics for Engineers: Statics, Chapter 2.3, Problem 2.65P , additional homework tip  3

Figure represents the free body diagram of the cable loop which is placed around a crate. The forces TAB and TBE are of same magnitude.

Write the expression for the weight acting on the system.

W=mg (V)

Here, W is the weight, m is the mass, g is the gravitational acceleration.

Vector Mechanics for Engineers: Statics, Chapter 2.3, Problem 2.65P , additional homework tip  4

Figure2 represents the force triangle of the given free body diagram to find the tension.

Write the expression for finding the cosine angle.

cosα=Adjacent side Hypotenuse (VI)

Write the expression for the total length.

L=AB+AC+CD+DB+2EB

From the force triangle it is shown that TAE=TBE

From the figure 2a

According to the law of sines,

TAsinα=122943N (IV)

Conclusion:

Substitute 300Kg for m and 9.8m/s2 for g in equation (I) to find W.

W=(300kg)(9.8m/s2)=2943.0N

From the figure given in the question the length EC is same as EA.rearrange equation III to find EA and substitute 1500 mm for L, 300mm for AC, 400mm for CD , and 300mm for DB to find EB.

EA=12(LCDDBAB)=12(1500mm400mm300mm400mm)=200mm

Substitute 200mm for EB and 150 for 1/2(DB) for adjacent side in the equation II to find α.

cosα=150mm200mm=0.75α=cos1(0.75)=41.4096°

Substitute 41.4096° for α in the equation IV to find TAE.

TAEsin(41.4096°)=12(2943.0N)TAE=2224.7N2220N

Therefore, the tension in the cable,TAE is 2220N_.

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Chapter 2 Solutions

Vector Mechanics for Engineers: Statics

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