Fitting an equilateral triangle to three points

Geometry Level 3

Three points in the Cartesian plane are given by: A ( 1 , 1 ) , B ( 5 , 4 ) , C ( 3 , 7 ) A(1,1) , B(5,4), C(3, 7) . You want to draw an equilateral triangle of side length 8 8 that will pass through A , B A, B and C C , with one point on each side. Find that triangle and report as your answer the sum θ + x C + y C \theta + x_C + y_C , where the angle θ \theta (in degrees), 0 θ < 12 0 0^{\circ} \le \theta \lt 120^{\circ} , is the counter-clockwise angle of rotation of the triangle with respect to the standard orientation of an equilateral triangle which has one side parallel to the x-axis and the opposing vertex directly above it. And ( x C , y C ) (x_C, y_C) are the coordinates of the center of the triangle.


The answer is 51.07.

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2 solutions

Steven Chase
Mar 7, 2020

The equations for ( P 1 , P 2 , P 3 ) (P_1, P_2, P_3) are as follows:

P 1 x = x c + R cos ( 9 0 + θ ) P 1 y = y c + R sin ( 9 0 + θ ) P 2 x = x c + R cos ( 3 0 + θ ) P 2 y = y c + R sin ( 3 0 + θ ) P 3 x = x c + R cos ( 21 0 + θ ) P 3 y = y c + R sin ( 21 0 + θ ) R = 8 3 P_{1x} = x_c + R \cos(90^\circ + \theta) \\ P_{1y} = y_c + R \sin(90^\circ + \theta) \\ P_{2x} = x_c + R \cos(-30^\circ + \theta) \\ P_{2y} = y_c + R \sin(-30^\circ + \theta) \\ P_{3x} = x_c + R \cos(210^\circ + \theta) \\ P_{3y} = y_c + R \sin(210^\circ + \theta) \\ R = \frac{8}{\sqrt{3}}

This link has a nice formula for the distance from a point to a line segment, which I used. Find ( x c , y c , θ ) (x_c, y_c, \theta) such that the following equations are satisfied. Since we want the distance to be zero, the denominators of the distance equation can be disregarded.

Segment with ( P 1 , P 2 , C ) (P_1, P_2, C)

( P 2 x P 1 x ) ( P 1 y C y ) ( P 1 x C x ) ( P 2 y P 1 y ) = 0 (P_{2x} - P_{1x})(P_{1y} - C_y) - (P_{1x} - C_x)(P_{2y} - P_{1y}) = 0

Segment with ( P 2 , P 3 , B ) (P_2, P_3, B)

( P 3 x P 2 x ) ( P 2 y B y ) ( P 2 x B x ) ( P 3 y P 2 y ) = 0 (P_{3x} - P_{2x})(P_{2y} - B_y) - (P_{2x} - B_x)(P_{3y} - P_{2y}) = 0

Segment with ( P 3 , P 1 , A ) (P_3, P_1, A)

( P 1 x P 3 x ) ( P 3 y A y ) ( P 3 x A x ) ( P 1 y P 3 y ) = 0 (P_{1x} - P_{3x})(P_{3y} - A_y) - (P_{3x} - A_x)(P_{1y} - P_{3y}) = 0

A search algorithm finds the following values for the parameters:

x c 2.452 y c 4.754 θ 43.86 3 x_c \approx 2.452 \\ y_c \approx 4.754 \\ \theta \approx 43.863^\circ

Try θ = 45 ° \theta = 45 \degree \; \; Then you get an exact equilateral triangle of sides 38 + 16 3 38+16\sqrt{3}

Michael Mendrin - 1 year, 3 months ago

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Can I have the x c , y c x_c, y_c coordinates for that triangle?

Steven Chase - 1 year, 3 months ago
David Vreken
Mar 15, 2020

Draw A B AB , B C BC , and A C AC , and let D D be the vertex of the equilateral triangle nearest to A A , E E be the vertex of the equilateral triangle nearest to B B , and F F be the vertex of the equilateral triangle nearest to C C . Also let a = A D a = AD , b = B E b = BE , and c = C F c = CF , so that 8 a = A F 8 - a = AF , 8 b = B D 8 - b = BD , and 8 c = C E 8 - c = CE .

By the distance formula, A B 2 = ( 5 1 ) 2 + ( 4 1 ) 2 = 25 AB^2 = (5 - 1)^2 + (4 - 1)^2 = 25 , B C 2 = ( 3 5 ) 2 + ( 7 4 ) 2 = 13 BC^2 = (3 - 5)^2 + (7 - 4)^2 = 13 , and A C 2 = ( 3 1 ) 2 + ( 7 1 ) 2 = 40 AC^2 = (3 - 1)^2 + (7 - 1)^2 = 40 .

Since D E F \triangle DEF is an equilateral triangle, A D B = 60 ° \angle ADB = 60° , so by the law of cosines on A B D \triangle ABD , A B 2 = A D 2 + B D 2 2 A D B D cos 60 ° AB^2 = AD^2 + BD^2 - 2 \cdot AD \cdot BD \cdot \cos 60° or 25 = a 2 + ( 8 b ) 2 a ( 8 b ) 25 = a^2 + (8 - b)^2 - a(8 - b) . Similarly on B C E \triangle BCE and A C F \triangle ACF , 13 = b 2 + ( 8 c ) 2 b ( 8 c ) 13 = b^2 + (8 - c)^2 - b(8 - c) and 40 = c 2 + ( 8 a ) 2 c ( 8 a ) 40 = c^2 + (8 - a)^2 - c(8 - a) , and these three equations solve to a 0.7029 a \approx 0.7029 , b 2.6857 b \approx 2.6857 , c 3.9021 c \approx 3.9021 for a < b < c a < b < c .

From A D 0.70290 AD \approx 0.70290 we have ( x D 1 ) 2 + ( y D 1 ) 2 = 0.702 9 2 (x_D - 1)^2 + (y_D - 1)^2 = 0.7029^2 and from B D 8 2.6857 5.3143 BD \approx 8 - 2.6857 \approx 5.3143 we have ( x D 5 ) 2 + ( y D 4 ) 2 = 5.314 3 2 (x_D - 5)^2 + (y_D - 4)^2 = 5.3143^2 , which solves to x D 1.1684 x_D \approx 1.1684 and y D 0.3176 ) y_D \approx 0.3176) for y D < 1 y_D < 1 . Similarly, from B E 2.6857 BE \approx 2.6857 we have ( x E 5 ) 2 + ( y E 4 ) 2 = 2.685 7 2 (x_E - 5)^2 + (y_E - 4)^2 = 2.6857^2 and from C E 8 3.9021 4.0979 CE \approx 8 - 3.9021 \approx 4.0979 we have ( x E 3 ) 2 + ( y E 7 ) 2 = 4.097 9 2 (x_E - 3)^2 + (y_E - 7)^2 = 4.0979^2 , which solves to x E 6.9364 x_E \approx 6.9364 and y E 5.8610 ) y_E \approx 5.8610) for x E > 4 x_E > 4 .

Because D E F \triangle DEF has a side of 8 8 , its center ( x C , y C ) (x_C, y_C) is 8 3 3 \frac{8\sqrt{3}}{3} away from both D D and E E , so ( x C 1.1684 ) 2 + ( y C 0.3175 ) 2 = ( 8 3 3 ) 2 (x_C - 1.1684)^2 + (y_C - 0.3175)^2 = (\frac{8\sqrt{3}}{3})^2 and ( x C 6.9364 ) 2 + ( y C 5.8610 ) 2 = ( 8 3 3 ) 2 (x_C - 6.9364)^2 + (y_C - 5.8610)^2 = (\frac{8\sqrt{3}}{3})^2 , which solves to x C 2.4522 x_C \approx 2.4522 and y C 4.7544 y_C \approx 4.7544 for x < 3 x < 3 .

Finally, since the slope m m of D E DE is m = y E y D x E x D 5.8610 0.3176 6.9364 1.1684 0.9611 m = \frac{y_E - y_D}{x_E - x_D} \approx \frac{5.8610 - 0.3176}{6.9364 - 1.1684} \approx 0.9611 , the counter-clockwise angle θ \theta is θ tan 1 m tan 1 0.9611 43.8625 ° \theta \approx \tan^{-1} m \approx \tan^{-1} 0.9611 \approx 43.8625° .

Therefore, θ + x C + y C 43.8625 + 2.4522 + 4.7544 51.07 \theta + x_C + y_C \approx 43.8625 + 2.4522 + 4.7544 \approx \boxed{51.07} .

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