Respuesta :
the reason I use the moments is for a problem to be in static equilibrium the moments about any point is zero
the reason I take the moments about where the rod touches the wall is the unknown horizontal force and force of friction are produce zero moments at that point
the only contributing forces are the tension in the guy wire and the weight acting down
the weight can be considered a point acting at a distance 3 meters from the wall along the rod since the sigh is attached to the rod
why i used y' is to reduce variables; the moment is the same
y' * T = y T(vertical); just wanted to find total T in one step
sum M about O = 0 = W*3m - T(y')
solve for T
then use Net Force X = 0 therefore R(horizontal) = T(horizontal)
use Net Force Y = R(vertical) + T(vertical) - W = 0
the reaction horizontal is where the rod meets the wall and is the normal force or from a materials point of veiw where the rod is being compressed into the wall
the reaction vertical is the force of friction along the end of the rod on the wall
you need on final formula force of friction = µ * normal force( which is R(horizontal))