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Article

On Some Properties of the Equilateral Triangles with Vertices Located on the Support Sides of a Triangle

1
Faculty of Mathematics and Computer Science, Babeş-Bolyai University, 400084 Cluj-Napoca, Romania
2
School of Computing, University of Derby, Derby DE22 1GB, UK
3
Department of Mathematics, Faculty of Exact Sciences, “1 Decembrie 1918” University of Alba Iulia, 510009 Alba Iulia, Romania
*
Author to whom correspondence should be addressed.
Axioms 2024, 13(7), 478; https://doi.org/10.3390/axioms13070478
Submission received: 12 May 2024 / Revised: 10 July 2024 / Accepted: 12 July 2024 / Published: 17 July 2024
(This article belongs to the Special Issue Advances in Classical and Applied Mathematics)

Abstract

:
The possible positions of an equilateral triangle whose vertices are located on the support sides of a generic triangle are studied. Using complex coordinates, we show that there are infinitely many such configurations, then we prove that the centroids of these equilateral triangles are collinear, defining two lines perpendicular to the Euler’s line of the original triangle. Finally, we obtain the complex coordinates of the intersection points and study some particular cases.
MSC:
51K99; 51M16; 51P99

1. Introduction

Let Δ A B C be a triangle in the Euclidean plane, and denote the complex coordinates of the vertices A, B, and C by a, b, and c, respectively. We examine some geometric properties of the equilateral triangles Δ M N P whose vertices are located on the support sides of Δ A B C , that is, M B C , N A C , and P A B .
The problem studied in this paper is related to a known general topological property. The polygon P is said to be inscribed in the Jordan curve γ (not necessarily contained in the interior of γ ) if all the vertices of P are located on γ [1]. While Jordan curves can be complicated, they satisfy certain regular properties in this respect. For example, Meyerson [2] showed that an equilateral triangle can be inscribed in every Jordan curve, as illustrated in Figure 1. Later on, Nielsen proved the following result ([3], [Theorem 1.1]): Let J R 2 be a Jordan curve and let Δ be any triangle. Then infinitely many triangles similar to Δ can be inscribed in γ. Similar results exist for Jordan curves in R n [4]. Interestingly, Toeplitz’s statement from 1911 that every Jordan curve admits an inscribed square is still a conjecture in the general case. Just recently, it was proved for convex or piecewise smooth curves, while extensions exist for rectangles, curves, and Klein bottles (see, e.g., [5,6]).
The triangle is the simplest example of a non-smooth and piecewise linear Jordan curve; while the equilateral triangle appears to be a simple configuration, it can generate very interesting properties and applications [7]. In the sense of the above definition for polygons, an equilateral triangle M N P inscribed in a given triangle A B C can have two vertices on the same side, a situation that does not present much interest from the geometric point of view. This is why in the present paper we consider the case M B C , N C A , and P A B , as seen in Figure 2 and Figure 3 for an acute triangle A B C and in Figure 4 for an obtuse triangle, respectively. Similar to Nielsen’s result, there are infinitely many such triangles, generating interesting properties in the triangle geometry [8,9,10,11]. Recently, in [12], we studied the equilateral triangles inscribed in the interior of arbitrary triangles, describing them by a single parameter and examining some extremal properties (e.g., the angles for which the minimum inscribed equilateral triangles are obtained). A summary of the results obtained in [12] is presented in Section 2.
In this paper, we explore the equilateral triangles whose vertices are located on the support lines of the sides of an arbitrary triangle. While this configuration does not represent a Jordan curve, this presents interesting geometric properties. We prove that the centers of these triangles are situated on two parallel lines, which are perpendicular to the Euler’s line of the original triangle.
The structure of this paper is as follows. In Section 2, we review some results obtained in [12], devoted to exact formulas for the lengths of the sides of inscribed equilateral triangles as a function of a unique parameter and to extremal properties of the side length. In Section 3, we obtain the complex coordinates of the centroids of the equilateral triangles having vertices on the support lines of a given triangle. The main result concerning the locus of these centroids is presented in Section 4. Furthermore, in Section 5 we prove that the locus of centroids consists of two parallel lines perpendicular to the Euler’s line of the original triangle. Alternative derivations and particular cases are provided in Section 6, while conclusions are formulated in Section 7.
The adoption of complex coordinates instead of Cartesian coordinates considerably simplifies the computations.

2. Inscribed Equilateral Triangles

The particular case when the inscribed equilateral triangle M N P is nested, i.e., M ( B C ) , N ( C A ) , and P ( A B ) , was studied in [12] by a trigonometric approach. Related investigations by other means can be consulted in [8,10,11,13].
Let Δ A B C be a triangle in the Euclidean plane, and denote by A, B, and C the measures of the angles from vertices A, B, and C, respectively. Without loss of generality, one may assume that A B C ; therefore, C 60 A . In the notation of Figure 2, one obtains the system
α 1 + α 2 = 2 π 3 β 1 + β 2 = 2 π 3 γ 1 + γ 2 = 2 π 3 β 1 + γ 2 = π A γ 1 + α 2 = π B α 1 + β 2 = π C .
The system can be written in matrix form as
1 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 0 0 0 1 1 0 1 0 0 0 0 1 0 1 1 0 0 0 α 1 α 2 β 1 β 2 γ 1 γ 2 = 2 π 3 2 π 3 2 π 3 π A π B π C .
By simple calculation, one can show that the system (2) is compatible and it has infinitely many solutions. Moreover, since the rank of the matrix is 5, the solutions are fully determined by a single variable chosen as the parameter. From the first three equations, one can substitute α 2 , β 2 , and γ 2 into the last three and obtain the reduced system
γ 1 β 1 = π 3 A α 1 γ 1 = π 3 B β 1 α 1 = π 3 C ,
which can be written in matrix form as
0 1 1 1 0 1 1 1 0 α 1 β 1 γ 1 = π 3 A π 3 B π 3 C .
Fixing the parameter α 1 = α [ 0 , 120 ] = m ( N M C ) , the system (3) has the solution
β 1 = α + C 60 , γ 1 = α + 60 B .
From the conditions 0 β 1 , γ 1 120 one obtains α + 60 B 120 . The geometric constraints illustrated in Figure 2
60 C α min { 60 + B , 120 } ,
show that there are infinitely many possible configurations.
In our recent paper [12], we obtained the following explicit formula for the side length of the inscribed equilateral triangle as a function of the parameter α :
l ( α ) = 2 R · sin A · sin B · sin C sin C · sin α + 60 B + sin B · sin α + C = 2 R · sin A · sin B · sin C sin A · sin α + sin C · sin 60 + B α = 2 R · sin A · sin B · sin C sin B · sin α + C 60 + sin A · sin α + 60 ,
where R is the circumradius of triangle A B C . Denote K [ A B C ] as the area of triangle A B C , and from the relation K [ A B C ] = A B · B C · C A 4 R 2 and the Law of Sines, one obtains
l ( α ) = 2 K [ A B C ] A B · sin α + 60 B + A C · sin α + C = 2 K [ A B C ] B C · sin α + A B · sin 60 + B α = 2 K [ A B C ] A C · sin α + C 60 + B C · sin α + 60 .
Furthermore, we showed in [12] that the minimal triangle M N P is obtained for
α * = arctan 3 2 sin B · sin C + 1 2 cos B sin C + sin B cos C 3 2 cos B sin C + 1 2 sin B sin C .
Numerous illustrative examples are also provided in [12].

3. Coordinates of the Centroids of the Triangle MNP

The complex coordinates of the vertices of Δ M N P are denoted by m, n, and p. As seen in Figure 3 for an acute triangle and in Figure 4 for an obtuse triangle, such triangles can be constructed starting from the points N on A C and P on the side A B , with the condition that the third point M on B C is obtained by a rotation of angle π / 3 , which in complex numbers can be performed by multiplying with (see, for example, [14]):
ω = cos π 3 + i sin π 3 = 1 2 + 3 2 i .
Clearly, if N A C and P A B , there exist the scalars λ and μ such that
n = a + λ ( c a ) , p = a + μ ( b a ) , λ , μ R .
In this notation, note that, as seen in Figure 3, we have
  • If λ < 0 , then A ( N C ) ;
  • If λ = 0 , then A = N ;
  • If 0 < λ < 1 , then N ( A C ) (the case presented in Section 2);
  • If λ = 1 , then N = C ;
  • If λ > 1 , then C ( A N ) .
Then, the point M of the equilateral triangle M N P is obtained by rotating segment ( P N ) around point N through an angle of π / 3 , clockwise or anticlockwise.

3.1. First Orientation of Triangle MNP: Anticlockwise Rotation

For anticlockwise rotation, we obtain the complex coordinate
m = n + p n ω = 1 μ a + μ b ω + 1 λ a + λ c ω ¯ = a + μ ω b a + λ ω ¯ c a = c + s b c ,
where we use the relation ω + ω ¯ = 1 . Since M ( B C ) , one must have s R , hence s = s ¯ . From here it follows that
s = a c + μ ω b a + λ ω ¯ c a b c = a ¯ c ¯ + μ ω ¯ b ¯ a ¯ + λ ω c ¯ a ¯ b ¯ c ¯ = s ¯ .
This condition can be written as
a c + μ ω b a + λ ω ¯ c a b ¯ c ¯ = a ¯ c ¯ + μ ω ¯ b ¯ a ¯ + λ ω c ¯ a ¯ b c ,
which reduces to
μ = y x λ + z x = k λ + l ,
where x, y, and z are given by
x = ω b a b ¯ c ¯ ω ¯ b ¯ a ¯ b c i · R , y = ω b c c ¯ a ¯ ω ¯ b ¯ c ¯ c a i · R , z = b c a ¯ c ¯ b ¯ c ¯ a c i · R .
Clearly, this shows that the coordinates m, n, p depend linearly on λ R , as
n ( λ ) = a + λ c a , p ( λ ) = a + k λ + l b a , m ( λ ) = a + k λ + l ω b a + λ ω ¯ c a , λ R ,
where the values k and l are real numbers obtained from (7) and (8), as
k = ω b c c ¯ a ¯ ω ¯ b ¯ c ¯ c a ω b a b ¯ c ¯ ω ¯ b ¯ a ¯ b c , l = b c a ¯ c ¯ b ¯ c ¯ a c ω b a b ¯ c ¯ ω ¯ b ¯ a ¯ b c ,
which are ratios of purely imaginary numbers.

3.2. Second Orientation of Triangle MNP: Clockwise Rotation

An alternative configuration is obtained when the rotation of P around N is taken with an angle of 60 clockwise. Similar to Section 3.1, we obtain
m 2 = n + p 2 n ω ¯ = 1 μ a + μ b ω ¯ + 1 λ a + λ c ω = a + μ ω ¯ b a + λ ω c a = c + s b c ,
where we use the fact that ω + ω ¯ = 1 . Imposing the condition s = s ¯ , for λ R , the coordinates of the vertices of Δ M N P can be written explicitly
n ( λ ) = a + λ c a , p 2 ( λ ) = a + k 2 λ + l 2 b a , m 2 ( λ ) = a + k 2 λ + l 2 ω ¯ b a + λ ω c a .
The coefficients are related through the formula
μ 2 = y 2 x 2 λ + z 2 x 2 = k 2 λ + l 2 ,
where x 2 , y 2 , and z 2 are obtained from
x 2 = ω ¯ b a b ¯ c ¯ ω b ¯ a ¯ b c i · R , y 2 = ω ¯ b c c ¯ a ¯ ω b ¯ c ¯ c a i · R , z 2 = b c a ¯ c ¯ b ¯ c ¯ a c = z .
Using (11) and (12), the values k 2 and l 2 are the real numbers given by
k 2 = ω ¯ b c c ¯ a ¯ ω b ¯ c ¯ c a ω ¯ b a b ¯ c ¯ ω b ¯ a ¯ b c , l 2 = b c a ¯ c ¯ b ¯ c ¯ a c ω ¯ b a b ¯ c ¯ ω b ¯ a ¯ b c .
These formulas allow a convenient calculation for the coordinates of the centroids.
For a given point N A C , the possible equilateral triangles are shown in Figure 5.

4. The Collinearity of the Centroids of Triangle MNP

In this section, we show that for each orientation of the triangles M N P (clockwise and anticlockwise), the corresponding centroids are collinear.

4.1. The First Line of Centroids

As a function of λ , the coordinate of the centroid of triangle Δ M N P is given by
g 1 ( λ ) = m + n + p 3 = a + μ ω b a + λ ω ¯ c a + a + λ ( c a ) + a + μ ( b a ) 3 = a + μ 1 + ω b a + λ 1 + ω ¯ c a 3 = k 1 + ω b a + 1 + ω ¯ c a · λ 3 + l 1 + ω b a 3 + a ,
where we use (7) for k and l. By this formula, it follows that the centroids of the equilateral triangles Δ M N P situated on the support lines B C , C A , and A B , are collinear, as depicted in Figure 6 and Figure 7, for a specified range of values λ .

4.2. The Second Line of Centroids

For the second line, using (10), we have the formula
g 2 ( λ ) = m 2 + n + p 2 3 = a + μ 2 ω ¯ b a + λ ω c a + a + λ ( c a ) + a + μ 2 ( b a ) 3 = a + μ 2 1 + ω ¯ b a + λ 1 + ω c a 3 = k 2 1 + ω ¯ b a + 1 + ω c a · λ 3 + l 2 1 + ω ¯ b a 3 + a ,
where we use (11) and the coefficients k 2 and l 2 given by (13).

5. Perpendicularity and Intersection with Euler’s Line

The following auxiliary result is useful in proving the main results of this section.
Lemma 1. 
Let u 1 , u 2 , v 1 , and v 2 be complex numbers and consider the lines ( α 1 ) and ( α 2 ) given in parametric form by z = u 1 t + v 1 , t R and ζ = u 2 s + v 2 , s R , respectively. The following properties hold:
(1) 
If u 1 ¯ u 2 + u 1 u 2 ¯ = 0 , then ( α 1 ) and ( α 2 ) are perpendicular.
(2) 
If u 1 ¯ u 2 u 1 u 2 ¯ 0 , then ( α 1 ) and ( α 2 ) intersect at the point
Z = u 1 u 2 v 2 ¯ u 2 ¯ v 2 u 2 u 1 v 1 ¯ u 1 ¯ v 1 u 1 ¯ u 2 u 1 u 2 ¯ .
Proof. 
( 1 ) Let us consider the points z = u 1 t 1 + v 1 and z = u 1 t 2 + v 1 on ( α 1 ) and the points ζ = u 2 s 1 + v 2 and ζ = u 2 s 2 + v 2 on ( α 2 ) . The lines are perpendicular if and only if
ζ ζ z z = u 2 s 2 + v 2 u 2 s 1 + v 2 u 1 t 2 + v 1 u 1 t 1 + v 1 = u 2 s 2 s 1 u 1 t 2 t 1 i · R ,
which reduces to u 2 u 1 i · R . Therefore,
0 = u 2 u 1 + u 2 u 1 ¯ = u 2 u 1 + u 2 ¯ u 1 ¯ = u 1 ¯ u 2 + u 1 u 2 ¯ | u 1 | 2 = 0 ,
from where the conclusion follows.
( 2 ) If the point of coordinate Z is located on both lines, it means that there exist real numbers t and s such that Z = u 1 t + v 1 = u 2 s + v 2 . By conjugation, one obtains u 1 ¯ t + v 1 ¯ = u 2 ¯ s + v 2 ¯ , from where we can solve for t and s the system
u 2 s u 1 t = v 1 v 2 u 2 ¯ s u 1 ¯ t = v 1 ¯ v 2 ¯ .
The system (17) has the solution
s = u 1 ¯ v 1 v 2 u 1 v 1 ¯ v 2 ¯ u 1 ¯ u 2 u 1 u 2 ¯ , t = u 2 ¯ v 1 v 2 u 2 v 1 ¯ v 2 ¯ u 1 ¯ u 2 u 1 u 2 ¯ ,
and by substitution, one obtains
Z = u 1 t + v 1 = u 1 · u 2 ¯ v 1 v 2 u 2 v 1 ¯ v 2 ¯ u 1 ¯ u 2 u 1 u 2 ¯ + v 1 ,
which after simplifications recovers formula (16). □
A special case is when ( α 2 ) passes through the origin.
Recall that in every triangle A B C , the circumcenter O, the centroid G, and the orthocenter H are collinear on the Euler line of the triangle. Without loss of generality, we can choose the circumcenter O of Δ A B C as the origin of the complex plane. Under this assumption, we obtain the coordinates o = 0 , g = a + b + c 3 , and h = a + b + c ; hence, Euler’s line is defined by the formula u a + b + c , u R . Furthermore, the circumradius of the triangle A B C can be set to 1, in which case we have | a | = | b | = | c | = 1 , or
a ¯ = 1 a , b ¯ = 1 b , c ¯ = 1 c .

5.1. The First Line of Centroids

For the first centroid line, by substituting, we obtain
x = ω b a 1 b 1 c ω ¯ 1 b 1 a b c = 1 a b c b a c b ω a ω ¯ c y = ω b c 1 c 1 a ω ¯ 1 b 1 c c a = 1 a b c b c a c ω b ω ¯ a = 1 a b c c b c a ω b ω ¯ a z = b c 1 a 1 c 1 b 1 c a c = 1 a b c b a b c c a = 1 a b c b a c b a c .
Substituting in (7), we obtain
k = y x = c a b a · ω b ω ¯ a ω a ω ¯ c ,
l = z x = a c ω a ω ¯ c .
Therefore, the first line of centroids depicted in Figure 8 has the equation
g 1 ( λ ) = c a ω a ω ¯ c · a + b + c · 3 i · λ 3 + a c ω a ω ¯ c · 1 + ω b a 3 + a = a + b + c · λ 3 i · l 3 + l 1 + ω b a 3 + a = u 1 λ + v 1 ,
while Euler’s line is given by
E ( s ) = ( a + b + c ) s = u 2 s + v 2 .
By Formulas (20) and (21) for the line of centroids and Euler’s line, we obtain
u 1 = a + b + c · 3 i · l 3 , v 1 = l 1 + ω b a 3 + a , u 2 = a + b + c , v 2 = 0 ,
where l R is given by (19). First, notice that
u 1 = 3 l 3 i · u 2 , u 1 ¯ = 3 l 3 i · u 2 ¯ .
By Lemma 1, we obtain the following result.
Theorem 1. 
( 1 )  The first line of centroids g 1 ( λ ) is perpendicular to Euler’s line.
( 2 )  The intersection point between the line g 1 ( λ ) , λ R and Euler’s line is
Z = v 1 u 2 · u 2 ,
where ( z ) denotes the real part of the complex number z.
Proof. 
( 1 ) Substituting (22) in Lemma 1 ( 1 ) , one obtains
u 1 ¯ u 2 + u 1 u 2 ¯ = 3 l 3 i · u 2 ¯ · u 2 + 3 l 3 i · u 2 u 2 ¯ = 0 .
( 2 ) Since v 2 = 0 , the formula (16) reduces to
Z = u 2 u 1 v 1 ¯ u 1 ¯ v 1 u 1 ¯ u 2 u 1 u 2 ¯ .
Therefore, we obtain
u 1 ¯ u 2 u 1 u 2 ¯ = 2 3 l 3 i · u 2 · u 2 ¯ = 2 3 l 3 i · | u 2 | 2 .
After simplifications, one obtains
Z = u 2 · v 1 ¯ u 2 ¯ + v 1 u 2 2 = v 1 u 2 · u 2 .
This ends the proof. □

5.2. The Second Line of Centroids

For the second centroid line, similar calculations show that
x 2 = 1 a b c b a c b ω ¯ a ω c , y 2 = 1 a b c c b c a ω ¯ b ω a , z 2 = z = 1 a b c b a c b a c ,
from where, through (11), we have
k 2 = y 2 x 2 = c a b a · ω ¯ b ω a ω ¯ a ω c ,
l 2 = z 2 x 2 = a c ω ¯ a ω c .
The second line of centroids has the equation
g 2 ( λ ) = c a ω ¯ a ω c · a + b + c · 3 i · λ 3 + a c ω ¯ a ω c · 1 + ω ¯ b a 3 + a = a + b + c · λ 3 i · l 2 3 + l 2 1 + ω ¯ b a 3 + a = u 3 λ + v 3 ,
where the coefficients are
u 3 = a + b + c · 3 i · l 2 3 , v 3 = l 2 1 + ω ¯ b a 3 + a ,
where l 2 R is given by (27). Again, one may notice that
u 3 = 3 l 2 3 i · u 2 , u 3 ¯ = 3 l 2 3 i · u 2 ¯ ,
so by Lemma 1, the perpendicularity follows from the relation
u 3 ¯ u 2 + u 3 u 2 ¯ = 3 l 2 3 i · u 2 ¯ · u 2 + 3 l 2 3 i · u 2 u 2 ¯ = 0 .
The two parallel lines of centroids g 1 ( λ ) and g 2 ( λ ) are shown in Figure 9.
The coordinates of this intersection point are given by
Z 2 = u 2 · v 3 ¯ u 2 ¯ + v 3 u 2 2 = v 3 u 2 · u 2 .
We have an analogous result to Theorem 1, for the second line of centroids.
Theorem 2. 
( 1 ) The second line of centroids g 2 ( λ ) is perpendicular to Euler’s line.
( 2 )  The intersection point between the line g 2 ( λ ) , λ R and Euler’s line is
Z 2 = v 3 u 2 · u 2 .

6. Alternative Approaches and Particular Examples

This section presents alternative proofs of the results.

6.1. Perpendicularity to Euler’s Line

For a direct proof of the result in Theorem 1 ( 1 ) , without using Lemma 1, it suffices to show that for λ 1 λ 2 we obtain
g 1 λ 1 g 1 λ 2 a + b + c i · R .
Indeed, by formula (14), one obtains
g 1 λ 1 g 1 λ 2 = k 1 + ω b a + 1 + ω ¯ c a · λ 1 λ 2 3 .
Furthermore, one can write
k 1 + ω b a + 1 + ω ¯ c a = c a · ω b ω ¯ a ω a ω ¯ c 1 + ω + 1 + ω ¯ = c a ω a ω ¯ c · ω b ω ¯ a 1 + ω + ω a ω ¯ c 1 + ω ¯ = c a ω a ω ¯ c · ω ω ¯ a + ω + ω 2 b + ω ¯ ω ¯ 2 c = c a ω a ω ¯ c · a + b + c · 3 i ,
where for ω = 1 2 + 3 2 i , we use the identities
ω ω ¯ = ω + ω 2 = ω ¯ ω ¯ 2 = 3 i .
Clearly, this shows that
g 1 λ 1 g 1 λ 2 a + b + c = λ 1 λ 2 3 · c a ω a ω ¯ c · 3 i ,
which is purely imaginary since
c ¯ a ¯ ω ¯ a ¯ ω c ¯ = 1 c 1 a ω ¯ a ω c = c a ω a ω ¯ c .
This ends the proof. A proof based on trilinear coordinates was provided in [8].
Similarly, one can prove the result for the second line of centroids.

6.2. Intersection Points

From the condition s R (i.e., s = s ¯ ), we obtain
s = g 1 λ a + b + c = g 1 λ ¯ a ¯ + b ¯ + c ¯ = s ¯ .
This condition reduces to
l 1 + ω b a + 3 a a + b + c l 1 + ω ¯ b ¯ a ¯ + 3 a ¯ a ¯ + b ¯ + c ¯ = 2 l 3 i · λ ,
which gives (using that l R )
l 1 + ω b a + 3 a a ¯ + b ¯ + c ¯ l 1 + ω ¯ b ¯ a ¯ + 3 a ¯ a + b + c = 2 l a + b + c 2 3 i · λ ,
or
2 · λ 3 i = 1 + ω b a a + b + c 1 + ω ¯ b ¯ a ¯ a ¯ + b ¯ + c ¯ + 1 l 3 a a + b + c 3 a ¯ a ¯ + b ¯ + c ¯ .
By substituting λ 3 i in (20) and dividing by a + b + c , one obtains
s = l 1 + ω b a + 3 a 3 a + b + c ,
from where we deduce the following result.
Theorem 3. 
The intersection point between the first line of centroids g 1 ( λ ) , λ R and Euler’s line of Δ A B C has the complex coordinates
Z = l 1 + ω b a + 3 a 3 a + b + c · a + b + c = a c ω a ω ¯ c 1 + ω b a + 3 a 3 a + b + c · a + b + c .
Similarly, one can prove the coordinate of the intersection between the second line of centroids g 2 ( λ ) , λ R and Euler’s line of Δ A B C as
Z 2 = l 2 1 + ω ¯ b a + 3 a 3 a + b + c · a + b + c = a c ω ¯ a ω c 1 + ω ¯ b a + 3 a 3 a + b + c · a + b + c .

6.3. Particular Examples and Formulas

In this section, we derive some particular formulas for the lines of centroids and their intersection with Euler’s line obtained for a = 0 . From (14), we obtain
g 1 ( λ ) = m + n + p 3 = k 1 + ω b + 1 + ω ¯ c · λ 3 + l 1 + ω b 3 ,
where by (9) and using ω ω ¯ = 3 i , the values k and l are given by
k = ω b c c ¯ ω ¯ b ¯ c ¯ c ω b b ¯ c ¯ ω ¯ b ¯ b c = | c | 2 3 i + ω b c ¯ ω b ¯ c | b | 2 3 i ω b c ¯ ω b ¯ c , l = c b ¯ c ¯ c ¯ b c ω b b ¯ c ¯ ω ¯ b ¯ b c = c b ¯ b c ¯ | b | 2 3 i ω b c ¯ ω b ¯ c .
For the second line of centroids, we obtain
g 2 ( λ ) = m 2 + n + p 2 3 = k 2 1 + ω ¯ b + 1 + ω c · λ 3 + l 2 1 + ω ¯ b 3 ,
where by (13), the coefficients k 2 and l 2 are given by
k 2 = ω ¯ b c c ¯ ω b ¯ c ¯ c ω ¯ b b ¯ c ¯ ω b ¯ b c = | c | 2 3 i ω c b ¯ ω c ¯ b | b | 2 3 i + ω c b ¯ ω c ¯ b , l 2 = b ¯ c ¯ c b c c ¯ ω ¯ b b ¯ c ¯ ω b ¯ b c = c b ¯ b c ¯ | b | 2 3 i + ω c b ¯ ω c ¯ b .
We notice that these parametrizations are different from those in Section 5.

7. Conclusions

In this paper, we studied the equilateral triangles whose vertices are located on the support lines of a given arbitrary triangle. Using complex coordinates and a parametrization, we proved that the centers of these triangles are located on two lines, which are perpendicular to the Euler’s line of the given triangle, and we also computed the coordinates of these intersections.
It is interesting to investigate geometric properties related to triangles similar to a prototype whose vertices are located on the support lines of a given triangle.

Author Contributions

Conceptualization, D.A. and O.B.; methodology, D.A. and O.B.; software, O.B.; validation, D.A. and O.B.; formal analysis, D.A. and O.B.; investigation, D.A. and O.B.; resources, D.A. and O.B.; data curation, O.B.; writing—original draft preparation, D.A. and O.B.; writing—review and editing, D.A. and O.B.; project administration, D.A. and O.B. All authors have read and agreed to the published version of the manuscript.

Funding

This research received no external funding.

Data Availability Statement

The work did not report any data, apart from the Matlab plots.

Acknowledgments

The authors are grateful to the anonymous referees, whose comments and suggestions helped to improve this work.

Conflicts of Interest

The authors declare no conflicts of interest.

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Figure 1. Inscribed equilateral triangle in a Jordan curve.
Figure 1. Inscribed equilateral triangle in a Jordan curve.
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Figure 2. Equilateral triangle M N P inscribed in the triangle A B C . In our example, the initial triangle has the coordinates A ( 0 , 7 ) , B ( 3 , 0 ) , C ( 7 , 0 ) , for which the angles in degrees measure A ^ = 68.1986 , B ^ = 66.8014 , and C ^ = 45 , while M ^ = N ^ = P ^ = 60 .
Figure 2. Equilateral triangle M N P inscribed in the triangle A B C . In our example, the initial triangle has the coordinates A ( 0 , 7 ) , B ( 3 , 0 ) , C ( 7 , 0 ) , for which the angles in degrees measure A ^ = 68.1986 , B ^ = 66.8014 , and C ^ = 45 , while M ^ = N ^ = P ^ = 60 .
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Figure 3. Figures corresponding to equilateral triangles Δ M N P with vertices on the lines B C , C A , and A B . (a) λ = 0.5 ; (b) λ = 0 ; (c) λ = 0.5 ; (d) λ = 1.5 .
Figure 3. Figures corresponding to equilateral triangles Δ M N P with vertices on the lines B C , C A , and A B . (a) λ = 0.5 ; (b) λ = 0 ; (c) λ = 0.5 ; (d) λ = 1.5 .
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Figure 4. Figures corresponding to equilateral triangles Δ M N P with vertices on the lines B C , C A , and A B of an obtuse triangle Δ A B C for (a) λ = 0.5 ; (b) λ = 0 ; (c) λ = 0.5 ; (d) λ = 1.5 .
Figure 4. Figures corresponding to equilateral triangles Δ M N P with vertices on the lines B C , C A , and A B of an obtuse triangle Δ A B C for (a) λ = 0.5 ; (b) λ = 0 ; (c) λ = 0.5 ; (d) λ = 1.5 .
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Figure 5. Inscribed equilateral triangles with distinct orientations.
Figure 5. Inscribed equilateral triangles with distinct orientations.
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Figure 6. Equilateral triangles Δ M N P with the vertices on the lines B C , C A , and A B , with centroids represented by red “x” symbols. (a) λ = −0.5, 0, 0.5, 1, 1.5; (b) λ = 0, 0.1, 0.2, 0.3, 0.4, 0.5. Also plotted are the centroid G and orthocenter H of Δ A B C .
Figure 6. Equilateral triangles Δ M N P with the vertices on the lines B C , C A , and A B , with centroids represented by red “x” symbols. (a) λ = −0.5, 0, 0.5, 1, 1.5; (b) λ = 0, 0.1, 0.2, 0.3, 0.4, 0.5. Also plotted are the centroid G and orthocenter H of Δ A B C .
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Figure 7. Equilateral triangles Δ M N P with the vertices on the lines B C , C A , and A B , with centroids represented by red “x” symbols. (a) λ = 0.5, 0, 0.5, 1, 1.5; (b) λ = 0, 0.1, 0.2, 0.3, 0.4, 0.5. Also plotted are the centroid G and orthocenter H of Δ A B C .
Figure 7. Equilateral triangles Δ M N P with the vertices on the lines B C , C A , and A B , with centroids represented by red “x” symbols. (a) λ = 0.5, 0, 0.5, 1, 1.5; (b) λ = 0, 0.1, 0.2, 0.3, 0.4, 0.5. Also plotted are the centroid G and orthocenter H of Δ A B C .
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Figure 8. First line of centroids g 1 ( λ ) given by (14), represented by red “x” symbols. (a) Acute triangle; (b) obtuse triangle. Also plotted are the centroid G, orthocenter H, and centre O of Δ A B C .
Figure 8. First line of centroids g 1 ( λ ) given by (14), represented by red “x” symbols. (a) Acute triangle; (b) obtuse triangle. Also plotted are the centroid G, orthocenter H, and centre O of Δ A B C .
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Figure 9. First and second lines of centroids g 1 ( λ ) and g 2 ( λ ) given by (14) and (28), respectively, represented by red “x” symbols. (a) Acute triangle; (b) obtuse triangle. Also plotted are the centroid G, orthocenter H, and centre O of Δ A B C .
Figure 9. First and second lines of centroids g 1 ( λ ) and g 2 ( λ ) given by (14) and (28), respectively, represented by red “x” symbols. (a) Acute triangle; (b) obtuse triangle. Also plotted are the centroid G, orthocenter H, and centre O of Δ A B C .
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Andrica, D.; Bagdasar, O. On Some Properties of the Equilateral Triangles with Vertices Located on the Support Sides of a Triangle. Axioms 2024, 13, 478. https://doi.org/10.3390/axioms13070478

AMA Style

Andrica D, Bagdasar O. On Some Properties of the Equilateral Triangles with Vertices Located on the Support Sides of a Triangle. Axioms. 2024; 13(7):478. https://doi.org/10.3390/axioms13070478

Chicago/Turabian Style

Andrica, Dorin, and Ovidiu Bagdasar. 2024. "On Some Properties of the Equilateral Triangles with Vertices Located on the Support Sides of a Triangle" Axioms 13, no. 7: 478. https://doi.org/10.3390/axioms13070478

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