Question 3.1.1: Figure 3.1-2 shows a cube of sides 1 m acted on by eight for...

Figure 3.1-2 shows a cube of sides 1 m acted on by eight forces and a moment as shown. Determine the magnitude and direction of the resultant force R and the coordinates (\overline{x},\overline{y} , \overline{z}) of the point at which R intersects the face OACB. Is there a resultant moment in addition to the resultant force R ?

fig3.1-2
The blue check mark means that this solution has been answered and checked by an expert. This guarantees that the final answer is accurate.
Learn more on how we answer questions.
\qquad \begin{matrix} \qquad \sum{P_{x}} & = & force \ along \ OA \ &+& force \ along \ DE \\ \qquad & = & 1N + 1N = 2N \qquad \end{matrix}

similarly,

\qquad \qquad \begin{matrix}\sum{P_{y}} & = & 2N \\ \sum{P_{z}} & = & 2 \ N + & 2 \ N + 2 \ N – 2 \ N = 4 \ N \end{matrix}

Then

\qquad \qquad R = √(2^2+2^2+4^2) =\underline{4.9 \ N}

†See Appendix 1 of Ref. 1 for a more detailed discussion of this type of problem.

The angles \overline{\alpha }, \overline{\beta }, and \overline{\gamma } which R makes with the x-, y-, and z-axes are :

\overline{\alpha }=\cos ^{-1}\frac{\sum{P_{x}}}{R}=\cos ^{-1}\frac{2}{4.9}=\underline{66°}\\ \overline{\beta }=66°;\qquad \overline{\gamma} = \cos ^{-1}\frac{4}{4.9}=\underline{35.3°}

Thus the unit vector in the direction of R is

\hspace{5em}e_{R} = 0.408i + 0.408j + 0.816k \ where \ 0.408 = cos \ \bar{\alpha } \ etc.

Let M=\begin{bmatrix} M_{x} & M_{y} & M_{z} \end{bmatrix}^{T} be the resultant moment due to the given forces and moment.
Taking moments about the point 0,

\hspace{5em}\begin{matrix} M_{x} & = & -(Force \ along \ DF)\times 1+ (Force \ along \ BF) \times 1 \\ & &— (Force \ along \ GC) \times 1 + m_{x} \hspace{8em} \\ & = & – 1 \times 1 + 2 \times 1 – 2 \times 1 + 2\sqrt{3} \times (1/√3) \ Nm = 1\ Nm \end{matrix}

Similarly,

\hspace{5em}\begin{matrix} M_{y} & = & 1\times 1-2\times 1+2\times 1+2\sqrt{3}\times (1/\sqrt{3} ) Nm =3\ Nm\\ M_{z} &= & 2\sqrt{3} \times (1/\sqrt{3} )=2\ Nm \hspace{12em} \end{matrix}

That is, M=\begin{bmatrix} M_{x} & M_{y} & M_{z} \end{bmatrix}^{T} = i + 3j + 2k Nm

M can be considered as made up of two components: M_{R} parallel to R and M_{N} normal to R. M_{R} is of course simply the projection of M on R. That is,

\hspace{5em}\begin{matrix} M_{R} & =(M.e_{R})e_{R} & = (i + 3j + 2k) . (0.408i + 0.408j + 0.816k)\ e_{R} \\ &&= 1.33i + 1.33j + 2.66k \ Nm \hspace{8em} \\ M_{N} &= M – M_{R} &= -0.33i + 1.67j – 0.66k \ Nm \hspace{8em} \end{matrix}

And M_{N} must be equal to R x r as given by Eqn 3.1-4. That is

\hspace{5em}-0.33i + 1.67j -0.66k = \begin{vmatrix} i & j & k \\ 2 & 2 & 4 \\ -\bar{x} & -\bar{y} & 0 \end{vmatrix}

giving \bar{x}= -0.418m, \ \bar{y} = -0.083m

Thus the given system of forces and moment is reduced to the single force R acting through the point (-0.418, -0.083, 0) plus the moment M_{R}. Note that M_{R} cannot be made to vanish.

Related Answered Questions

Question: 3.5.2

Verified Answer:

By Rule 2, members 4, 5, and 6 are all unstressed ...