Today in class, we learned about the Horizontal and Vertical Stretches and Compressions.
HORIZONTAL STRETCHES
y=f(bx) , where the reciprocal of b is the stretch factor.
Example: if the b value given is 2, the reciprocal will be ½.
X | Y |
1 | 1 |
0 | 0 |
-1 | 1 |
f(1/2x)
You multiply the “x” values by the reciprocal of 1/2 which is 2 and the “y” values don’t change, only “x” values.
X | Y |
(1)(2)=2 | 0 |
(0)(2) =0 | 4 |
(-1)(2) -2 | 0 |
HORIZONTAL COMPRESSIONS
Y = f(bx), where the reciprocal of the “b” value is the compression factor. The “y” values are not
changing, because the “x” values are affected.
Example:
f(2x)
“x” values will be multiply by ½ ( reciprocal of 2)
X | Y |
(1)(1/2)=1/2 | 0 |
(0)(1/2) = 0 | 4 |
(-1)(1/2) = -1/2 | 0 |
VERTICAL STRETCHES
Y= af(x), where “a” is a vertical stretch factor.
VERTICAL COMPRESSION
Y=af(x) where “a” is a vertical compression
Graph:
f(x) = x^3
X | Y |
-1 | -1 |
0 | 0 |
1 | 1 |
2f(x)
“x” values will be multiplied by 2 to get the “y values”
“x” values stay the same only “y” values are affected.
X | Y |
-1 | (-1)(2) = -2 |
0 | (0)(2)= 0 |
1 | (1)(2) = 2 |
**Order of Transformations**
1. Stretches/ compressions and reflections
2. Translations
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