Authors: Russell C. Hibbeler
ISBN-13: 978-0133915426
See our solution for Question 88P from Chapter 2 from Hibbeler's Engineering Mechanics.
We are given the forces ${F_1} = 80\;{\rm{lb}}$ and ${F_2} = 50\;{\rm{lb}}$.
We are asked to express each force in the Cartesian vector form and also to determine the magnitude and coordinate direction angles of the resultant force.

The coordinates of points of O, A, B and C can be written as:
\[\begin{array}{c} O\left( {0,\;0\;0} \right)\;{\rm{ft}}\\ A\left( {0,\;4,\;0} \right)\;{\rm{ft}}\\ B\left( {2,\;0,\; - 6} \right)\;{\rm{ft}}\\ C\left( { - 2.5,\;0,\;6} \right)\;{\rm{ft}} \end{array}\]The position vector from origin to point A can be calculated as:
\[\begin{array}{c} {r_{OA}} = A - O\\ {r_{OA}} = \left[ {\left( {0\hat i + 4\hat j + 0\hat k} \right) - \left( {0\hat i + 0\hat j + 0\hat k} \right)} \right]\;{\rm{ft}}\\ {r_{OA}} = \left( {0\hat i + 4\hat j + 0\hat k} \right)\;{\rm{ft}} \end{array}\]The position vector from origin to point B can be calculated as:
\[\begin{array}{c} {r_{OB}} = B - O\\ {r_{OB}} = \left[ {\left( {2\hat i + 0\hat j - 6\hat k} \right) - \left( {0\hat i + 0\hat j + 0\hat k} \right)} \right]\;{\rm{ft}}\\ {r_{OB}} = \left( {2\hat i + 0\hat j - 6\hat k} \right)\;{\rm{ft}} \end{array}\]The position vector from origin to point C can be calculated as:
\[\begin{array}{c} {r_{OC}} = C - O\\ {r_{OC}} = \left[ {\left( { - 2.5\hat i + 0\hat j + 6\hat k} \right) - \left( {0\hat i + 0\hat j + 0\hat k} \right)} \right]\;{\rm{ft}}\\ {r_{OC}} = \left( { - 2.5\hat i + 0\hat j + 6\hat k} \right)\;{\rm{ft}} \end{array}\]In the Cartesian vector form, we can calculate the length of the rope AB as:
\[\begin{array}{c} {r_{AB}} = {r_{OB}} - {r_{OA}}\\ {r_{AB}} = \left[ {\left( {2\hat i + 0\hat j - 6\hat k} \right) - \left( {0\hat i + 4\hat j + 0\hat k} \right)} \right]\;{\rm{ft}}\\ {r_{AB}} = \left( {2\hat i - 4\hat j - 6\hat k} \right)\;{\rm{ft}} \end{array}\]The magnitude of the length of the rope AB can be calculated as:
\[\begin{array}{c} \left| {{r_{AB}}} \right| = \sqrt {{{\left( {2\;{\rm{ft}}} \right)}^2} + {{\left( { - 4\;{\rm{ft}}} \right)}^2} + {{\left( { - 6\;{\rm{ft}}} \right)}^2}} \\ \left| {{r_{AB}}} \right| = 7.483\;{\rm{ft}} \end{array}\]Similarly, in the Cartesian vector form, we can write the length of the rope AC as:
\[\begin{array}{c} {r_{AC}} = {r_{OC}} - {r_{OA}}\\ {r_{AC}} = \left[ {\left( { - 2.5\hat i + 0\hat j + 6\hat k} \right) - \left( {0\hat i + 4\hat j + 0\hat k} \right)} \right]\;{\rm{ft}}\\ {r_{AC}} = \left( { - 2.5\hat i - 4\hat j + 6\hat k} \right)\;{\rm{ft}} \end{array}\]The magnitude of the length of the rope AC can be calculated as:
\[\begin{array}{c} \left| {{r_{AC}}} \right| = \sqrt {{{\left( { - 2.5\;{\rm{ft}}} \right)}^2} + {{\left( { - 4\;{\rm{ft}}} \right)}^2} + {{\left( {6\;{\rm{ft}}} \right)}^2}} \\ \left| {{r_{AC}}} \right| = 7.632\;{\rm{ft}} \end{array}\]To calculate the force vector ${F'_1}$ along the length of a rope AC in the Cartesian vector form, we have:
\[{F'_1} = {F_1}\frac{{{r_{AC}}}}{{\left| {{r_{AC}}} \right|}}\]Substitute the values in the above expression, we get:
\[\begin{array}{c} {{F'}_1} = \left( {80\;{\rm{lb}}} \right) \times \frac{{\left( { - 2.5\hat i - 4\hat j + 6\hat k} \right)\;{\rm{ft}}}}{{7.632\;{\rm{ft}}}}\\ {{F'}_1} = \left( { - 26.2\hat i - 41.93\hat j + 62.89\hat k} \right)\;{\rm{lb}} \end{array}\]Similarly, to calculate the force vector ${F'_2}$ along the length of a rope AB in the Cartesian vector form, we have:
\[{F'_2} = {F_2}\frac{{{r_{AB}}}}{{\left| {{r_{AB}}} \right|}}\]Substitute the values in the above expression, we get:
\[\begin{array}{c} {{F'}_2} = \left( {50\;{\rm{lb}}} \right) \times \frac{{\left( {2\hat i - 4\hat j - 6\hat k} \right)\;{\rm{ft}}}}{{7.483\;{\rm{ft}}}}\\ {{F'}_2} = \left( {13.36\hat i - 26.73\hat j - 40.09\hat k} \right)\;{\rm{lb}} \end{array}\]In the cartesian vector form, we can calculate the resultant force as:
\[\begin{array}{c} {F_R} = {{F'}_1} + {{F'}_2}\\ {F_R} = \left[ {\left( { - 26.2\hat i - 41.93\hat j + 62.89\hat k} \right) + \left( {13.36\hat i - 26.73\hat j - 40.09\hat k} \right)} \right]\;{\rm{lb}}\\ {F_R} = \left( { - 12.84\hat i - 68.66\hat j + 22.8\hat k} \right)\;{\rm{lb}} \end{array}\]The magnitude of the resultant force can be calculated as:
\[\begin{array}{c} {F_R} = \sqrt {{{\left( { - 12.84\;{\rm{lb}}} \right)}^2} + {{\left( {68.66\;{\rm{lb}}} \right)}^2} + {{\left( {22.8\;{\rm{lb}}} \right)}^2}} \\ {F_R} = 73.47\;{\rm{lb}} \end{array}\]For the coordinate direction angles of the resultant force along the x-axis, we have:
\[\cos \alpha = \frac{{{F_x}}}{{{F_R}}}\] … (1)Here, ${F_x}$ is the magnitude of the resultant force along x direction.
For the coordinate direction angles of the resultant force along the y-axis, we have:
\[\cos \beta = \frac{{{F_y}}}{{{F_R}}}\] … (2)Here, ${F_y}$ is the magnitude of the resultant force along y direction.
For the coordinate direction angles of the resultant force along the z-axis, we have:
\[\cos \gamma = \frac{{{F_z}}}{{{F_R}}}\] … (3)Here, ${F_z}$ is the magnitude of the resultant force along z direction.
Substitute the values in equation (1), we get:
\[\begin{array}{c} \cos \alpha = \frac{{ - 12.84\;{\rm{lb}}}}{{73.47\;{\rm{lb}}}}\\ \alpha = {\cos ^{ - 1}}\left( {0.175} \right)\\ \alpha = 100.07^\circ \end{array}\]Substitute the values in equation (2), we get:
\[\begin{array}{c} \cos \beta = \frac{{ - 68.66\;{\rm{lb}}}}{{73.47\;{\rm{lb}}}}\\ \beta = {\cos ^{ - 1}}\left( { - 0.935} \right)\\ \beta = 159.23^\circ \end{array}\]Substitute the values in equation (3), we get:
\[\begin{array}{c} \cos \gamma = \frac{{22.8\;{\rm{lb}}}}{{73.47\;{\rm{lb}}}}\\ \gamma = {\cos ^{ - 1}}\left( {0.310} \right)\\ \gamma = 71.94^\circ \end{array}\]