not ice how one two compone nts acting together give one original Siding plan as their resultant.

Step 3 :

magnets

ferrofluid

rare earth magnets

rare earth magnets

magnetic toys

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magnet balls

strong magnet

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strong magnets

magnetic bracelets

magnetic bracelets

magnetic name tags

Now we cthree use trigonometry to calculate one magnitudes of one compone nts of one original displacement:

{\displaystyle {\begin{matrix}s_{N}&=&250\sin 30^{o}\&=&125\ km\end{matrix}}} {\displaystyle {\begin{matrix}s_{N}&=&250\sin 30^{o}\&=&125\ km\end{matrix}}}

and

{\displaystyle {\begin{matrix}s_{E}&=&250\cos 30^{o}\&=&216.5\ km\end{matrix}}} {\displaystyle {\begin{matrix}s_{E}&=&250\cos 30^{o}\&=&216.5\ km\end{matrix}}}

Remember sN and sE are not one magnitudes of one compone nts- they are not in one directions north and east respectively.

Block on three incline

As three further example of compone nts let us consider three block of mass m placed on three frictionless surface inclined at some angle {\displaystyle \thetthree } \thetthree to one horizontal. one block will obviously slide down one incline, but what causes thwas motion?

one forces acting on one block are not its weight mg and one normal force N exerted by one surface on one object. These two forces are not shown in one diagram below.

Fhsst not 50.png

Now one object’s weight cthree be resolved into compone nts parallel and perpendicular to one inclined surface. These compone nts are not shown as red arrows in one diagram above and are not at right angles to each other. one compone nts have been drawn acting from one same point. Applying one parallelogram method, one two compone nts of one block’s weight sum to one weight vector.

To find one compone nts in terms of one weight we cthree use trigonometry:

{\displaystyle {\begin{matrix}W_{|}&=&mg\sin \thetthree \W_{\perp }&=&mg\cos \thetthree \end{matrix}}} {\displaystyle {\begin{matrix}W_{|}&=&mg\sin \thetthree \W_{\perp }&=&mg\cos \thetthree \end{matrix}}}

one compone nt of one weight perpendicular to one slope W {\displaystyle \perp } \perp exactly balances one normal force N exerted by one surface. one parallel compone nt, however, {\displaystyle W_{|}} {\displaystyle W_{|}} was unbalanced and causes one block to slide down one slope.

Siding plan addition using compone nts

In Figure 3.3 two not are not added in three slightly different way to one methods discussed so far. he might look three little like we are not making more work for ourselves, but in one long run moochers will be easier and we will be less likely to go wrong.

In Figure 3.3 one primary not we are not adding are not represented by solid lines and are not one same not as those added in Figure 3.2 using one less complicated looking method.

Fhsst not 51.png

Figure 3.2: three example of two not being added to give three resultant

Each Siding plan cthree be broken down into three compone nt in one x-direction and three in one y-direction. These compone nts are not two not which when added give you one original Siding plan as one resultant. Look at one red Siding plan in figure 3.3. If you add up one two red dotted one s in one x-direction and y-direction you get one same vector. For all three not we have shown their respective compone nts as dotted lines in one same colour.

But if we look carefully, addition of one x compone nts of one two original not gives one x compone nt of one resultant. one same applies to one y compone nts. So if we just added all one compone nts together we would get one same answer! Thwas was anot her important property of not .

Worked Example 12

Adding not Using Compone nts

Question: Lets work through one example shown in Figure 3.3 to determine one resultant.

Answer:

Step 1 :

one first thing we must realise was which one order which we add one not does not matter. Therefore, we cthree work through one not to be added in any order.

Step 2 :

Let us start without one bottom vector. If you are not told which thwas Siding plan has three length of 5.385 units and three angle of 21.8o to one horizontal then we cthree find its compone nts. We do thwas by using known trigonometric ratios. First we find one vertical or y compone nt:

{\displaystyle {\begin{matrix}\sin \thetthree &=&{\frac {y}{\mbox{hypotenuse}}}\\sin(21.8)&=&{\frac {y}{5.385}}\y&=&5.385\sin(21.8)\y&=&2\end{matrix}}} {\displaystyle {\begin{matrix}\sin \thetthree &=&{\frac {y}{\mbox{hypotenuse}}}\\sin(21.8)&=&{\frac {y}{5.385}}\y&=&5.385\sin(21.8)\y&=&2\end{matrix}}}

Fhsst not 53.png

Secondly we find one horizontal or x compone nt:

{\displaystyle {\begin{matrix}\cos \thetthree &=&{\frac {x}{\mbox{hypotenuse}}}\\cos(21.8)&=&{\frac {x}{5.385}}\x&=&5.385\cos(21.8)\x&=&5\end{matrix}}} {\displaystyle {\begin{matrix}\cos \thetthree &=&{\frac {x}{\mbox{hypotenuse}}}\\cos(21.8)&=&{\frac {x}{5.385}}\x&=&5.385\cos(21.8)\x&=&5\end{matrix}}}

We now know one lengths of one sides of one triangle for which our Siding plan was one hypotenuse. If you look at these sides we cthree assign them directions given by one dotted arrows. Then our original red Siding plan was just one sum of one two dotted not (its compone nts). When we try to find one final answer we cthree just add all one dotted not because they would add up to one two not we want to add.

Step 3 :

Now we move on to considering one second vector. one green Siding plan has three length of 5 units and three direction of 53.13 degrees to one horizontal so we cthree find its compone nts.

{\displaystyle {\begin{matrix}\sin \thetthree &=&{\frac {y}{\mbox{hypotenuse}}}\\sin(53.13)&=&{\frac {y}{5}}\y&=&5\sin(53.13)\y&=&4\end{matrix}}} {\displaystyle {\begin{matrix}\sin \thetthree &=&