ΔL_f

ΔL_m

contrazione delle lunghezze

β = 0.23 (slider from 0 to 0.99, step 0.01)
x_1': y = (β * x)
x_0': y = (1 / β * x)
A = Intersect(x_0', x_1')
B, C = Intersect(c, x_1')
distanzaCA = Distance(C, A)
TestoCA: "\overline{" + (Name[C]) + (Name[A]) + "} \, = \, " + distanzaCA
P = (2.6940106922119913, 0.16302606280854626)
e = Line(P, xAxis)
Q = Point(e)
distanzaPQ = Distance(P, Q)
TestoPQ: "\overline{" + (Name[P]) + (Name[Q]) + "} \, = \, " + distanzaPQ
f = Line(P, yAxis)
g = Line(Q, yAxis)
D = Intersect(f, x_1')
E = Intersect(g, x_1')
distanzaDE = Distance(D, E)
TestoDE: "\overline{" + (Name[D]) + (Name[E]) + "} \, = \, " + distanzaDE
ΔL': distanzaDE / distanzaCA
h = Segment(P, Q)
i = Segment(D, E)
testo1: "\Delta L_m=\frac{1}{\gamma}\Delta L_f\\
ΔL_f = " + (LaTeX[distanzaPQ]) + "\\
ΔL_m = " + (LaTeX[ΔL']) + ""