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	<title>Static Equilibrium EX 1 - Revision history</title>
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		<title>imported&gt;Patrick at 19:20, 20 July 2011</title>
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		<updated>2011-07-20T19:20:49Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;To solve this problem we will assume that the tension in the cable is 1000 N. We will begin with forces exerted on the boom: the weight &amp;lt;math&amp;gt;F_G&amp;lt;/math&amp;gt; of the boom acts at the center of the mass 2 m from the pivot; the load &amp;lt;math&amp;gt;F_L&amp;lt;/math&amp;gt; is a force acting downward (it is really tension in the wire from which the load is suspended) and it acts at a distance 4 m from the pivot; the tension &amp;lt;math&amp;gt;F_T&amp;lt;/math&amp;gt; acts at a distance 3 m from the pivot; and finally, the force &amp;lt;math&amp;gt;F&amp;lt;/math&amp;gt; exerted on the boom by the hinge is broken in the diagram below into two components &amp;lt;math&amp;gt;F_x&amp;lt;/math&amp;gt; and &amp;lt;math&amp;gt;F_y&amp;lt;/math&amp;gt;. Since the boom is in equilibrium we are free to choose the axis as shown in the diagram. Note that we have colour coded each force and its arm lever.&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
[[image:Helena_Stat_Equil_Ex_1_SolnA.png|TOP]]&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The boom is in equilibrium and therefore&lt;br /&gt;
&lt;br /&gt;
 &amp;lt;math&amp;gt;\Sigma F_x = 0&amp;lt;/math&amp;gt;&lt;br /&gt;
 &amp;lt;math&amp;gt;\Sigma F_y = 0&amp;lt;/math&amp;gt;&lt;br /&gt;
 &amp;lt;math&amp;gt;\Sigma \tau = 0&amp;lt;/math&amp;gt;&lt;br /&gt;
&lt;br /&gt;
We will begin by computing the components of each of the forces:&lt;br /&gt;
&lt;br /&gt;
{| border=&amp;quot;1&amp;quot; cellpadding=&amp;quot;2&amp;quot; style=&amp;quot;text-align:center&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! Forces&lt;br /&gt;
! x-component&lt;br /&gt;
! y-component&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_G&amp;lt;/math&amp;gt;&lt;br /&gt;
| 0&lt;br /&gt;
| -200 N&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
| 0&lt;br /&gt;
| &amp;lt;math&amp;gt;-F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_T&amp;lt;/math&amp;gt;&lt;br /&gt;
| 1000 cos(120°) = -500 N&lt;br /&gt;
| 1000 sin(120°) = 867 N&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;F_x&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;F_y&amp;lt;/math&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;\Sigma F&amp;lt;/math&amp;gt;&lt;br /&gt;
| 0&lt;br /&gt;
| 0&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
We can solve the equation for the x-components and write&lt;br /&gt;
&lt;br /&gt;
&amp;lt;math&amp;gt;F_x = 867 N&amp;lt;/math&amp;gt;&lt;br /&gt;
&lt;br /&gt;
but we cannot solve the equation for the vertical components of the forces. We need to compute the torques and then use the fact that the net torque is zero.&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
To compute the torques we will show all three methods and you choose which one seems to be easier to use:&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
[[image:Helena_Stat_Equil_Ex_1_SolnB.png|TOP]]&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
&lt;br /&gt;
The torque exerted by the force &amp;lt;math&amp;gt;F&amp;lt;/math&amp;gt; is zero because the force acts at the pivot. The three methods are identical for the torque exerted by the tension since the tension is perpendicular to its lever arm. The torque exerted by the tension is positive since it is counterclockwise. The torque exerted by &amp;lt;math&amp;gt;F_G&amp;lt;/math&amp;gt; and &amp;lt;math&amp;gt;F_L&amp;lt;/math&amp;gt; is negative because it is clockwise.&lt;br /&gt;
&lt;br /&gt;
{| border=&amp;quot;1&amp;quot; cellpadding=&amp;quot;2&amp;quot;&lt;br /&gt;
|-&lt;br /&gt;
! Forces&lt;br /&gt;
! Method 1&lt;br /&gt;
! Method 2&lt;br /&gt;
! Method 3&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F&amp;lt;/math&amp;gt;&lt;br /&gt;
| 0&lt;br /&gt;
| 0&lt;br /&gt;
| 0&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_T&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = (3)(1000) = 3000 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = (3)(1000) = 3000 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = (3)(1000) = 3000 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_G&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(2)(200)\sin{120^{\circ}} = -346 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(2)(200 \times \cos{30^{\circ}}) = -346 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(2 \times \cos{30^{\circ}})(200) = -346 Nm&amp;lt;/math&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(4) F_L \sin{120^{\circ}} = -3.46 F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(4)(F_L \times \cos{30^{\circ}}) = -3.46 F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
| &amp;lt;math&amp;gt;\tau = -(4 \times \cos{30^{\circ}}) F_L = -3.46 F_L&amp;lt;/math&amp;gt;&lt;br /&gt;
|-&lt;br /&gt;
! &amp;lt;math&amp;gt;\Sigma \tau&amp;lt;/math&amp;gt;&lt;br /&gt;
| 0&lt;br /&gt;
| 0&lt;br /&gt;
| 0&lt;br /&gt;
|}&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
Solving the equation we find&lt;br /&gt;
&lt;br /&gt;
 &amp;lt;math&amp;gt;F_L = {{3000 - 346} \over {3.46}} = 767 N&amp;lt;/math&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&lt;br /&gt;
Then we can solve the equation for the y-components to find&lt;br /&gt;
&lt;br /&gt;
&amp;lt;math&amp;gt;-200 - 767 + 867 + F_y = 0&amp;lt;/math&amp;gt;&lt;br /&gt;
&lt;br /&gt;
&amp;lt;math&amp;gt;F_y = -100 N&amp;lt;/math&amp;gt;&lt;br /&gt;
&amp;lt;br&amp;gt;&amp;lt;br&amp;gt;&lt;br /&gt;
The negative sign indicates that the vertical component of the force exerted by the hinge on the boom points downward. Given the third Newton Law, the force exerted by the boom on the hinge is opposite to the force exerted by the hinge on the boom and so we can write that&lt;br /&gt;
&lt;br /&gt;
 &amp;lt;math&amp;gt;\vec{F} = -500 \hat{i} + 100 \hat{j} N&amp;lt;/math&amp;gt;&lt;/div&gt;</summary>
		<author><name>imported&gt;Patrick</name></author>
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