Ladder Equilibrium: Can 65kg Person Climb Without Slipping?

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Homework Statement



http://img206.imageshack.us/img206/8178/ladderjt1.png A uniform 5.0-kg ladder is leaning against a frictionless vertical wall, with which it makes a 15* angle. The coefficient of friction between ladder and ground is 0.26. Can a 65-kg person climb to the top of the ladder without it slipping? If not, how high can the person climb? If so, how massive a person would make the ladder slip?

Homework Equations


[tex] \begin{gathered}<br /> \sum {\vec \tau } = \vec 0 \hfill \\<br /> \sum {\vec F} = \vec 0 \hfill \\ <br /> \end{gathered} [/tex]

The Attempt at a Solution



So, I choose the end of ladder that is touching the floor to be the axis. Now I want to find the sum of the torques, then set them equal to zero. What I don't quite get in the equation is the sin(90-15) in the first term in the following equation my professor gave me:

[tex] F_W L\sin (90^ \circ - 15^ \circ ) - M_p gL\sin (15^ \circ ) - M_L g\frac{L}<br /> {2}\sin (15^ \circ ) = 0[/tex]

sin(90-15)? Technically, it should be the angle between the r and F...but this doesn't make sense to me...or perhaps 15* is meant to be the other angle in the triangle?

If anyone can help, it would be greatly appreciated. Thank you!
 
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Hi RedBarchetta,


RedBarchetta said:

The Attempt at a Solution



So, I choose the end of ladder that is touching the floor to be the axis. Now I want to find the sum of the torques, then set them equal to zero. What I don't quite get in the equation is the sin(90-15) in the first term in the following equation my professor gave me:

[tex] F_W L\sin (90^ \circ - 15^ \circ ) - M_p gL\sin (15^ \circ ) - M_L g\frac{L}<br /> {2}\sin (15^ \circ ) = 0[/tex]

sin(90-15)? Technically, it should be the angle between the r and F...but this doesn't make sense to me...or perhaps 15* is meant to be the other angle in the triangle?


Yes, it's the other angle; the ladder makes a 15 degree angle with the wall, so the angle with the floor is 75 degrees. Once you correct your diagram, do you see why the angles your professor chose are correct?