Daniel B. answered 09/16/21
A retired computer professional to teach math, physics
Let
P = 40 lb be the force pulling the string down,
F (to be calculated) be the force of the spring,
T (unknown) be the tension in the section of the string between points A and B,
d = 1.5 ft be the length of AB as indicated,
x (to be calculated) be the unstreched length of the spring,
θ = 33° be the angle indicated,
k = 35 lb/ft be the stiffness of the spring,
D be the point of intersection between the line BC and the vertical line through point A.
1. We are to calculate the length AC.
We have two right angle triangles -- ABD and ACD.
From the triangle ABD we can write
AD = dsin(θ)
BD = dcos(θ)
Therefore CD = BC - BD = 2d - dcos(θ) = d(2 - cos(θ))
From the triangle ACD using the Pythagorean Theorem
AC = √(AD² + CD²)
= √((dsin(θ))² + (d(2 - cos(θ)))²)
= d√(sin²(θ) + (2 - cos(θ))²)
= d√(sin²(θ) + 4 - 4cos(θ) + cos²(θ))
= d√(5 - 4cos(θ))
Substituting actual numbers
AC = 1.5√(5 - 4cos(33°)) = 1.924 ft
2. We are to calculate the angle α.
It is also the angle ACD.
Therefore
sin(α) = AD/AC
= dsin(θ)/d√(5 - 4cos(θ))
= sin(θ)/√(5 - 4cos(θ))
Substituting actual numbers
α = arcsin(sin(33°)/√(5 - 4cos(33°))) = 25.1°
3. We are to calculate the force F.
Assuming that the picture describes an equilibrium situation,
the vector sum
P + F + T = 0.
Therefore the projections of the three forces on the horizontal and vertical axis all add up to 0.
In an abuse of notation, let P, F, T be the magnitudes of the forces, as opposed to the force vectors.
Then the three forces must be in balance along the two axes.
Horizontal axis projection: Fcos(α) = Tcos(θ)
Vertical axis projection: P = Fsin(α) + Tsin(θ)
From the horizontal projection: T = Fcos(α)/cos(θ)
Plug that into the vertical projection condition:
P = Fsin(α) + Fcos(α)sin(θ)/cos(θ)
F = P/(sin(α) + cos(α)tan(θ))
Substituting actual numbers
F = 40/(sin(25.1°) + cos(25.1°)tan(33°)) = 39.5 lb
4. We are to calculate x.
By the definition of stiffness k
F = k(AC - x)
x = AC - F/k
Substituting actual numbers
x = 1.924 - 39.5/35 = 0.79 ft