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 3.2, Problem 3.61P

A regular tetrahedron has six edges of length a. A force P is directed as shown along edge BC. Determine the moment of P about edge OA.

Chapter 3.2, Problem 3.61P, A regular tetrahedron has six edges of length a. A force P is directed as shown along edge BC.

Expert Solution & Answer
Check Mark
To determine

The moment of force on the point P about the edge OA.

Answer to Problem 3.61P

The moment of force on the point P about the edge OA is MOA=aP/2.

Explanation of Solution

The tetrahedron has six sides of length as a.

Formula to calculate the moment along the edge OA.

MOA=λOA(rC/O×P) (I)

Here, moment of force along the edge OA is MOA, unit vector along OA is λOA, the position vector drawn from the point O to C is rC/O, and the force acting along the axis is P.

Sketch the tetrahedron as shown in Figure 1.

VECTOR MECHANICS FOR ENGINEERS W/CON >B, Chapter 3.2, Problem 3.61P , additional homework tip  1

Refer From fig 1, the length of the OA along x axis.

(OA)x=a2 (II)

Here, the length of the edge is a.

From the triangle OBC, refer to Figure 1.

tanθ=oppadjtanθ=BCOC=(OA)z(OA)x

Substitute 30° for θ and a/2 for (OA)x.

tan30°=(OA)z(OA)x(OA)z=(OA)xtan30°=a2(13)=a23 (III)

Since apply the Pythagoras theorem for the point OA along x, y and z axis.

(OA)2=(OA)x2+(OA)y2+(OA)z2

Substitute a for (OA), a/2 for (OA)x, and a/23 for (OA)z.

(a)2=(a2)2+(OA)y2+(a23)2(OA)y2=a2(a2)2(a23)2

Rewrite the above relation for (OA)y.

(OA)y=a2(a24)(a212)=a23

The position vector drawn from the point O to A is,

rA/O=a2i^+a23j^+a23k^

Sketch the tetrahedron along the position vector drawn from the point O to C as shown in Figure 2.

VECTOR MECHANICS FOR ENGINEERS W/CON >B, Chapter 3.2, Problem 3.61P , additional homework tip  2

Refer From fig 2, the unit vector along OA.

λOA=12i^+23j^+123k^

The force acting along the point BC.

P=λBCP

Here, the unit vector along BC is λBC.

Replace (axi^azk^)/a for λBC, asinθ for ax, and acosθ for az.

P=(axi^azk^)aP=(asin30°i^acos30°k^)aP=P2(i^3k^)

Refer From fig 2, the position vector drawn from the point O to C.

rC/O=ai^

Conclusion:

From the equation (I) the moment along the edge OA is,

MOA=λOA(rC/O×P)

The moment along the edge OA in determinant form is,

MOA=|12     23   1231           0        01           0        -3|(a)(P2)=aP2(23)(1)(3)=aP2

Therefore, the moment along the edge OA is MOA=aP/2.

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Chapter 3 Solutions

VECTOR MECHANICS FOR ENGINEERS W/CON >B

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