The Central Idea

Suppose we know that a line:

We do not need to guess the equation.

Use point-slope form:

\[ y-7=3(x-2). \]

That equation already satisfies both conditions.

If we prefer slope-intercept form, expand:

\[ y-7=3x-6, \] \[ \boxed{y=3x+1}. \]

The key idea is that each given condition narrows the family of possible lines until one unique line remains.

What Does It Mean to Construct a Line?

To construct a line from data and conditions means to determine an equation whose graph satisfies the information given.

The information may specify:

Different information suggests different line forms.

One Condition Is Usually Not Enough

Knowing only that a line passes through

\[ (2,5) \]

does not determine one unique line.

Infinitely many lines pass through that point.

For example:

\[ y-5=x-2, \] \[ y-5=3(x-2), \]

and

\[ y-5=-4(x-2) \]

all pass through \((2,5)\).

Another independent condition is needed.

A Point and a Slope Determine a Nonvertical Line

If we know

\[ (x_1,y_1) \]

and slope

\[ m, \]

then the line is

\[ \boxed{ y-y_1=m(x-x_1) }. \]

This is usually the most direct construction method for one point plus one rate.

Example: Point and Slope

Construct the line with slope

\[ m=-2 \]

through

\[ (4,9). \]

Use point-slope form:

\[ \boxed{ y-9=-2(x-4) }. \]

Expanding:

\[ y-9=-2x+8, \] \[ \boxed{ y=-2x+17 }. \]

Two Points Determine a Unique Line

Suppose the line passes through

\[ (x_1,y_1) \]

and

\[ (x_2,y_2). \]

If

\[ x_1\ne x_2, \]

first find the slope:

\[ m= \frac{y_2-y_1}{x_2-x_1}. \]

Then use either point in point-slope form.

Example: Two Points

Construct the line through

\[ (1,4) \]

and

\[ (5,16). \]

Find the slope:

\[ m= \frac{16-4}{5-1} = \frac{12}{4} = 3. \]

Use \((1,4)\):

\[ y-4=3(x-1). \]

So

\[ \boxed{ y=3x+1 }. \]

Two Points with the Same \(x\)-Coordinate

If the points are

\[ (6,-3) \]

and

\[ (6,10), \]

the slope is undefined because

\[ \Delta x=0. \]

The line is vertical:

\[ \boxed{x=6}. \]

This is the unique line through both points.

Slope and \(y\)-Intercept

If the slope is \(m\) and the \(y\)-intercept is

\[ (0,b), \]

use slope-intercept form directly:

\[ \boxed{ y=mx+b }. \]

Example: Slope and \(y\)-Intercept

Construct the line with slope

\[ \frac23 \]

and \(y\)-intercept

\[ (0,-5). \]

Then

\[ m=\frac23, \qquad b=-5. \]

Therefore,

\[ \boxed{ y=\frac23x-5 }. \]

Slope and \(x\)-Intercept

An \(x\)-intercept

\[ (a,0) \]

is simply a known point.

If the slope is \(m\), use point-slope form:

\[ \boxed{ y=m(x-a) }. \]

Example: Slope and \(x\)-Intercept

Construct the line with slope

\[ -4 \]

and \(x\)-intercept

\[ (3,0). \]

Use

\[ y-0=-4(x-3). \]

So

\[ \boxed{ y=-4x+12 }. \]

Two Intercepts Determine a Line

Suppose a line has \(x\)-intercept

\[ (a,0) \]

and \(y\)-intercept

\[ (0,b), \]

with the two points distinct.

We can treat them as two known points.

We may also use intercept form:

\[ \boxed{ \frac{x}{a}+\frac{y}{b}=1 }, \]

when \(a\ne0\) and \(b\ne0\).

Example: Two Intercepts

A line has intercepts

\[ (6,0) \]

and

\[ (0,4). \]

Intercept form gives

\[ \frac{x}{6}+\frac{y}{4}=1. \]

Multiply by \(12\):

\[ 2x+3y=12. \]

Therefore,

\[ \boxed{ 2x+3y=12 }. \]

Constructing a Line from a Table

Suppose the data are:

\(x\) \(y\)
15
311
620

Check the rates:

\[ \frac{11-5}{3-1} = 3, \]

and

\[ \frac{20-11}{6-3} = 3. \]

The rate is constant, so the data are consistent with an affine line.

Use \((1,5)\):

\[ y-5=3(x-1). \]

Thus,

\[ \boxed{ y=3x+2 }. \]

Do Not Assume Every Table Is Affine

Suppose:

\(x\) \(y\)
01
13
28

The first rate is

\[ \frac{3-1}{1-0}=2. \]

The second rate is

\[ \frac{8-3}{2-1}=5. \]

The rates differ.

No single affine line passes through all three points.

Two Data Points Always Determine a Line

Any two distinct nonvertical points determine one line.

So if data contain only two observations, we can always construct a line through them.

But that does not prove the underlying process is truly affine.

The line may be an interpolation, approximation, or provisional model.

Constructing from a Rate and an Observed Value

Suppose a quantity changes at a constant rate

\[ m \]

and we know that at input \(x_1\), the output is \(y_1\).

Then

\[ \boxed{ y-y_1=m(x-x_1) }. \]

This is often the natural form for scientific and practical models.

Example: Temperature

At \(t=10\) minutes, a substance is at

\[ 80^\circ\text{C}. \]

It cools at a constant rate of

\[ -2^\circ\text{C per minute}. \]

The known point is

\[ (10,80). \]

So

\[ T-80=-2(t-10). \]

Thus,

\[ \boxed{ T=80-2(t-10) }. \]

Convert Only If the Conversion Helps

The temperature model

\[ T=80-2(t-10) \]

is already meaningful.

Expanding gives

\[ T=80-2t+20, \] \[ \boxed{ T=-2t+100 }. \]

The second form reveals the implied \(t=0\) intercept.

The first form emphasizes change from the known observation.

Constructing from a Verbal Rate and Initial Value

Suppose a tank starts with \(300\) liters and fills at \(20\) liters per minute.

The initial value gives

\[ b=300. \]

The rate gives

\[ m=20. \]

So

\[ \boxed{ V(t)=20t+300 }. \]

Constructing a Decreasing Model

A machine part has thickness \(12\) millimeters and wears down at \(0.3\) millimeter per hour.

The slope is

\[ m=-0.3. \]

The initial value is

\[ b=12. \]

So

\[ \boxed{ T(h)=-0.3h+12 }. \]

Units Help Determine the Slope

If the output is measured in dollars and the input is measured in hours, slope must have units

\[ \frac{\text{dollars}}{\text{hour}}. \]

If a problem says “\$18 per hour,” that is a strong clue that

\[ m=18. \]

Units often identify which quantity belongs in the numerator and which belongs in the denominator.

Constructing a Parallel Line Through a Point

Suppose we need a line parallel to

\[ y=4x-3 \]

through

\[ (2,5). \]

Parallel nonvertical lines have the same slope:

\[ m=4. \]

Use point-slope form:

\[ y-5=4(x-2). \]

Therefore,

\[ \boxed{ y=4x-3 }. \]

Here the given point happens to lie on the original line, so the constructed line is actually the same line.

Check Whether the Parallel Line Must Be Distinct

If a problem asks for a line parallel to a given line through a point already on that line, there is no distinct parallel line through that same point in Euclidean geometry.

The only line through that point with the same direction is the original line itself.

Always check whether the point lies on the given line.

Distinct Parallel-Line Example

Construct a line parallel to

\[ y=4x-3 \]

through

\[ (2,9). \]

The slope remains

\[ 4. \]

Use point-slope form:

\[ y-9=4(x-2). \]

So

\[ \boxed{ y=4x+1 }. \]

Constructing a Perpendicular Line Through a Point

Suppose we need a line perpendicular to

\[ y=\frac23x+5 \]

through

\[ (3,-1). \]

The original slope is

\[ \frac23. \]

The perpendicular slope is the negative reciprocal:

\[ -\frac32. \]

Use point-slope form:

\[ \boxed{ y+1=-\frac32(x-3) }. \]

Horizontal and Vertical Construction Cases

If the given line is horizontal, every perpendicular line is vertical.

If the given line is vertical, every perpendicular line is horizontal.

Similarly:

Example: Perpendicular to a Vertical Line

Construct a line through

\[ (4,7) \]

perpendicular to

\[ x=-2. \]

The given line is vertical.

The perpendicular line must be horizontal.

Through \((4,7)\), it is

\[ \boxed{y=7}. \]

Example: Parallel to a Vertical Line

Construct a line through

\[ (-5,3) \]

parallel to

\[ x=8. \]

The new line must also be vertical.

Through \((-5,3)\), it is

\[ \boxed{x=-5}. \]

Constructing from Standard-Form Parallel Conditions

If a line is parallel to

\[ Ax+By=C, \]

then a parallel line may be written

\[ Ax+By=D. \]

The coefficients \(A\) and \(B\) preserve the direction.

Use the required point to determine \(D\).

Example: Parallel in Standard Form

Construct the line parallel to

\[ 3x+2y=12 \]

through

\[ (4,-1). \]

Write

\[ 3x+2y=D. \]

Substitute:

\[ 3(4)+2(-1)=D. \]

So

\[ D=10. \]

Therefore,

\[ \boxed{ 3x+2y=10 }. \]

Constructing a Perpendicular Standard-Form Line

For

\[ Ax+By=C, \]

a perpendicular line may use coefficient pattern

\[ Bx-Ay=D. \]

This rotates the direction by \(90^\circ\).

Use the required point to determine \(D\).

Example: Perpendicular in Standard Form

Construct a line perpendicular to

\[ 2x+5y=11 \]

through

\[ (3,4). \]

A perpendicular pattern is

\[ 5x-2y=D. \]

Substitute:

\[ 5(3)-2(4)=D. \]

So

\[ D=7. \]

Therefore,

\[ \boxed{ 5x-2y=7 }. \]

Constructing from an Equation and a Shared Intercept

Suppose a new line must have slope

\[ -3 \]

and share the \(y\)-intercept of

\[ 2x+y=8. \]

Find the given line's \(y\)-intercept by setting \(x=0\):

\[ y=8. \]

So the shared intercept is

\[ (0,8). \]

The new line is

\[ \boxed{ y=-3x+8 }. \]

Constructing from an Equation and a Shared \(x\)-Intercept

Suppose a new line must have slope \(2\) and share the \(x\)-intercept of

\[ 3x+2y=12. \]

Set \(y=0\):

\[ 3x=12, \] \[ x=4. \]

The shared point is

\[ (4,0). \]

Use point-slope form:

\[ y=2(x-4). \]

So

\[ \boxed{ y=2x-8 }. \]

Constructing a Line Through the Origin

If a line passes through the origin, then

\[ b=0. \]

So any nonvertical line through the origin has form

\[ \boxed{ y=mx }. \]

Only the slope is needed to determine the line.

Example: Through the Origin and Another Point

Construct the line through

\[ (0,0) \]

and

\[ (5,15). \]

The slope is

\[ m= \frac{15-0}{5-0} = 3. \]

Therefore,

\[ \boxed{ y=3x }. \]

Constructing a Line with a Given Zero

Suppose a function has zero

\[ x=6 \]

and slope

\[ m=-2. \]

The zero gives the point

\[ (6,0). \]

So

\[ y=-2(x-6). \]

Therefore,

\[ \boxed{ y=-2x+12 }. \]

Constructing from a Difference Rule

Suppose a function satisfies

\[ \Delta y=5\,\Delta x \]

and contains

\[ (2,9). \]

The difference rule reveals slope

\[ m=5. \]

So

\[ y-9=5(x-2). \]

Therefore,

\[ \boxed{ y=5x-1 }. \]

Constructing from a Unit Rate

Suppose a machine produces \(24\) parts per hour and has already completed \(60\) parts when observation begins at \(t=0\).

The rate is

\[ m=24. \]

The initial value is

\[ b=60. \]

So

\[ \boxed{ P(t)=24t+60 }. \]

Constructing from a Nonzero Observation Time

Suppose at

\[ t=3 \]

hours, a machine has completed

\[ 132 \]

parts and continues at \(24\) parts per hour.

Use the observed point:

\[ (3,132). \]

Then

\[ P-132=24(t-3). \]

So

\[ \boxed{ P=132+24(t-3) }. \]

Constructing from Two Applied Observations

A company's cost is \$500 when producing \(20\) units and \$740 when producing \(50\) units.

Assume an affine relationship.

The slope is

\[ m= \frac{740-500}{50-20} = \frac{240}{30} = 8. \]

Use \((20,500)\):

\[ C-500=8(q-20). \]

Expand:

\[ C=8q+340. \]

Therefore,

\[ \boxed{ C(q)=8q+340 }. \]

Interpret the Constructed Model

For

\[ C(q)=8q+340, \]

the slope

\[ 8 \]

means \$8 additional cost per additional unit.

The intercept

\[ 340 \]

is the affine model's estimated cost at zero production.

That value may represent fixed cost if the model and context support that interpretation.

Construction from Noisy Data

Real measurements may not lie exactly on one line.

Suppose data are approximately:

\[ (0,4.1), \qquad (1,6.0), \qquad (2,8.2), \qquad (3,10.1). \]

The rates are close to \(2\), but not exactly equal.

In such a case, an approximate model such as

\[ y\approx2x+4 \]

may be reasonable.

This is different from constructing an exact line through all data points.

Exact Construction Versus Best-Fit Modeling

There are two different tasks:

The second task leads later into regression and least-squares methods.

Not Every Set of Conditions Is Consistent

Suppose a problem asks for a line that:

The slope between the two points is

\[ \frac{10-3}{2-1}=7. \]

This contradicts the required slope \(2\).

No line can satisfy all three conditions.

Conditions Can Also Be Redundant

Suppose a line:

The slope between the two points is

\[ \frac{7-4}{2-1}=3. \]

The third condition confirms the first two rather than adding new information.

Redundant conditions are useful for verification.

Independent Conditions

To determine one nonvertical line uniquely, we typically need enough independent information to determine both

\[ m \]

and

\[ b. \]

Examples include:

Constructing from a Geometric Shape

Suppose one side of a rectangle lies on

\[ y=\frac34x+2. \]

An adjacent side must be perpendicular.

Its slope is

\[ -\frac43. \]

If the adjacent side passes through

\[ (5,6), \]

then

\[ \boxed{ y-6=-\frac43(x-5) }. \]

Constructing an Altitude of a Triangle

Suppose one side of a triangle passes through

\[ (1,2) \]

and

\[ (5,4). \]

The side slope is

\[ m= \frac{4-2}{5-1} = \frac12. \]

An altitude perpendicular to that side has slope

\[ -2. \]

If the opposite vertex is

\[ (3,8), \]

the altitude is

\[ \boxed{ y-8=-2(x-3) }. \]

Constructing a Median Is Different

A median of a triangle does not depend on perpendicularity.

It connects a vertex to the midpoint of the opposite side.

So to construct a median:

  1. find the midpoint of the opposite side;
  2. construct the line through that midpoint and the vertex.

This illustrates how different geometric conditions produce different line-construction workflows.

Example: Construct a Median

Suppose a triangle has vertices

\[ A=(0,6), \qquad B=(2,0), \qquad C=(8,0). \]

The midpoint of \(BC\) is

\[ \left( \frac{2+8}{2}, \frac{0+0}{2} \right) = (5,0). \]

The median from \(A\) passes through

\[ (0,6) \]

and

\[ (5,0). \]

Its slope is

\[ m= \frac{0-6}{5-0} = -\frac65. \]

So

\[ \boxed{ y=-\frac65x+6 }. \]

Constructing a Perpendicular Bisector

A perpendicular bisector of a segment must satisfy two conditions:

These two conditions determine one unique line.

Example: Perpendicular Bisector

Find the perpendicular bisector of the segment joining

\[ (2,1) \]

and

\[ (6,5). \]

The midpoint is

\[ \left( \frac{2+6}{2}, \frac{1+5}{2} \right) = (4,3). \]

The segment slope is

\[ m= \frac{5-1}{6-2} = 1. \]

The perpendicular slope is

\[ -1. \]

Therefore,

\[ y-3=-(x-4). \]

So

\[ \boxed{ y=-x+7 }. \]

Constructing a Tangent-Line Approximation Preview

Later, calculus may give a function value

\[ f(a) \]

and derivative

\[ f'(a). \]

The tangent line is constructed from the point

\[ (a,f(a)) \]

and slope

\[ f'(a). \]

So

\[ \boxed{ y-f(a)=f'(a)(x-a) }. \]

This is the same point-and-slope construction used here.

Constructing from a Constraint Equation

Sometimes the line emerges naturally from a total or conservation condition.

Suppose product \(x\) uses \(3\) labor hours and product \(y\) uses \(5\) labor hours.

If exactly \(60\) labor hours are allocated, then

\[ \boxed{ 3x+5y=60 }. \]

The line is constructed directly from the resource condition.

Use Units to Check the Constraint

For

\[ 3x+5y=60, \]

if \(x\) and \(y\) count products, then the coefficients represent labor hours per product.

Each term therefore has units of labor hours:

\[ 3\frac{\text{hours}}{\text{unit}}x \]

and

\[ 5\frac{\text{hours}}{\text{unit}}y. \]

The total \(60\) must also be in hours.

Constructing from a Mixture Condition

Suppose one ingredient costs \$4 per kilogram and another costs \$7 per kilogram.

If a mixture must cost exactly \$70, then quantities \(x\) and \(y\) satisfy

\[ \boxed{ 4x+7y=70 }. \]

This is a standard-form line representing all combinations with that total cost.

Domain Restrictions Can Change the Relevant Graph

The equation

\[ 4x+7y=70 \]

has infinitely many real solutions.

But if \(x\) and \(y\) represent nonnegative ingredient amounts, we require

\[ x\ge0, \qquad y\ge0. \]

Only the first-quadrant segment of the line is relevant.

Constructing from a Proportional Relationship

If a quantity \(y\) is directly proportional to \(x\), then

\[ y=kx. \]

If one nonzero point

\[ (x_1,y_1) \]

is known, then

\[ k=\frac{y_1}{x_1}. \]

This is a special line-construction case because the origin is already known to lie on the graph.

Example: Direct Proportion

Suppose \(y\) is directly proportional to \(x\) and

\[ y=18 \]

when

\[ x=6. \]

Then

\[ k= \frac{18}{6} = 3. \]

So

\[ \boxed{ y=3x }. \]

Constructing from an Affine Difference Rule

Suppose

\[ f(x+1)-f(x)=4 \]

for all relevant \(x\), and

\[ f(0)=7. \]

The unit-step change is \(4\), so

\[ m=4. \]

The initial value is

\[ b=7. \]

Therefore,

\[ \boxed{ f(x)=4x+7 }. \]

Constructing from a General Difference Rule

Suppose

\[ f(x+h)-f(x)=3h \]

for all appropriate \(x\) and \(h\), and

\[ f(2)=10. \]

The difference rule reveals

\[ m=3. \]

Using the point \((2,10)\):

\[ f(x)-10=3(x-2). \]

So

\[ \boxed{ f(x)=3x+4 }. \]

Choose the Form That Matches the Data

A useful strategy is:

Given Information Natural Form
Slope and \(y\)-intercept\(y=mx+b\)
Slope and one point\(y-y_1=m(x-x_1)\)
Two pointsFind slope, then point-slope
Two interceptsIntercept form or two-point method
Parallel line through a pointSame slope + point-slope
Perpendicular line through a pointPerpendicular slope + point-slope
Resource or total constraint\(Ax+By=C\)

Do Not Convert Forms Automatically

If the problem gives a point and slope,

\[ y-y_1=m(x-x_1) \]

may be the clearest final answer.

If it gives a resource constraint,

\[ Ax+By=C \]

may be more natural than solving for one variable.

Use the form that best preserves the structure of the problem unless another form is requested.

Verification Should Use the Original Conditions

After constructing a line, return to the problem statement.

If the line is supposed to:

A correct-looking equation is not enough; it must satisfy the conditions that defined it.

Example: Verify a Constructed Line

Suppose we constructed

\[ y=-2x+9 \]

for a line through

\[ (3,3) \]

with slope \(-2\).

Check the point:

\[ -2(3)+9=3. \]

Check the slope:

\[ m=-2. \]

Both conditions are satisfied.

Verify a Parallel Construction

Suppose the original line is

\[ y=5x-4 \]

and the constructed line is

\[ y=5x+7. \]

Both have slope

\[ 5. \]

The intercepts differ, so the lines are distinct.

Therefore, they are parallel.

Verify a Perpendicular Construction

Suppose the original slope is

\[ \frac34 \]

and the new slope is

\[ -\frac43. \]

Then

\[ \frac34 \left(-\frac43\right) = -1. \]

The directions are perpendicular.

Detecting an Overdetermined Problem

A problem is overdetermined when it gives more conditions than are necessary.

This is not automatically a problem.

If the extra conditions are consistent, they provide useful checks.

If they conflict, no exact line satisfies all of them.

Detecting an Underdetermined Problem

A problem is underdetermined when too little independent information is given.

For example:

“Find a line through \((2,5)\).”

There are infinitely many answers.

A unique construction requires another independent condition.

Parameterizing a Family When the Problem Is Underdetermined

If only the point

\[ (2,5) \]

is known, we can describe the family of all nonvertical lines through it as

\[ \boxed{ y-5=m(x-2) }, \]

where \(m\) is a free parameter.

Instead of forcing one answer, we represent the entire family consistent with the available information.

Vertical Member of the Family

The family

\[ y-5=m(x-2) \]

contains every nonvertical line through \((2,5)\).

The vertical line through the same point is

\[ \boxed{x=2}. \]

It must be listed separately because it has undefined slope.

Constructing from Multiple Conditions Systematically

Suppose a line:

First find the slope of the given line:

\[ 2x-y=7, \] \[ y=2x-7. \]

So

\[ m=2. \]

The perpendicular slope is

\[ -\frac12. \]

Now use the point:

\[ y-2=-\frac12(x-4). \]

Therefore,

\[ \boxed{ y=-\frac12x+4 }. \]

Another Multi-Condition Example

Construct a line that:

The given line has slope

\[ m=-\frac34. \]

So the new line also has slope

\[ -\frac34. \]

Use point-slope form:

\[ y-1=-\frac34(x-6). \]

Thus,

\[ \boxed{ y-1=-\frac34(x-6) }. \]

Constructing an Equation from a Graph

If a graph clearly shows two points, read their coordinates and treat them as two-point data.

If it clearly shows one point and slope behavior, use point-slope form.

If it shows intercepts clearly, use those intercepts.

The graph is another source of conditions, not a fundamentally different kind of mathematics.

Constructing from a Trend Description

Suppose a report says:

“Sales increase by approximately \$12,000 per month, and current monthly sales at month \(0\) are about \$85,000.”

The approximate slope is

\[ 12{,}000. \]

The approximate intercept is

\[ 85{,}000. \]

So an affine trend model is

\[ \boxed{ S(t)\approx12{,}000t+85{,}000 }. \]

Approximate Conditions Should Produce Approximate Models

If the problem says “approximately,” “about,” or “on average,” do not silently turn the data into exact physical law.

Use notation such as

\[ \approx \]

or explicitly describe the result as a linear approximation or trend model.

A Reliable One-Point-and-Slope Workflow

  1. Identify the known point.
  2. Identify the slope or rate.
  3. Write \(y-y_1=m(x-x_1)\).
  4. Convert forms only if useful.
  5. Verify the point and slope.

A Reliable Two-Point Workflow

  1. Check whether the points are distinct.
  2. If their \(x\)-coordinates match, write a vertical line.
  3. Otherwise compute the slope.
  4. Use either point in point-slope form.
  5. Convert if needed.
  6. Verify the second point.

A Reliable Table Workflow

  1. Check rates between several pairs of observations.
  2. If the rates are constant, identify the common slope.
  3. Choose one data point.
  4. Construct the line.
  5. Verify all remaining table values.
  6. If rates vary, do not claim an exact affine model.

A Reliable Geometric-Condition Workflow

  1. Determine the direction of the given line or segment.
  2. Translate parallel or perpendicular language into a slope or vector condition.
  3. Identify the required point.
  4. Construct the new line.
  5. Verify the geometric relationship.

A Reliable Applied-Model Workflow

  1. Define the input and output variables.
  2. Identify the rate and its units.
  3. Identify an initial or observed value.
  4. Choose slope-intercept or point-slope form according to the information given.
  5. State domain restrictions when needed.
  6. Interpret the parameters in context.
  7. Distinguish exact relationships from approximate trends.

Common Errors

Using One Point as If It Determined a Unique Line

One point alone leaves the slope undetermined.

Assuming Two Data Points Prove an Affine Process

They determine one line, but not necessarily the true behavior between or beyond the observations.

Ignoring the Vertical-Line Case

Equal \(x\)-coordinates produce \(x=c\), not a slope-intercept equation.

Using the Same Slope for a Perpendicular Line

Perpendicular slopes are negative reciprocals, except in the horizontal-vertical special case.

Changing the Slope for a Parallel Line

Parallel nonvertical lines must keep the same slope.

Forgetting to Verify All Conditions

An equation may satisfy one condition while violating another.

Forcing Noisy Data onto One Exact Line

Approximate data may require regression or a trend model rather than exact construction.

Ignoring Units and Domain Restrictions

A mathematically valid line may not be a physically valid model over all real inputs.

Practice

1. Point and Slope

Construct the line with slope

\[ m=4 \]

through

\[ (2,3). \]
Check Answer \[ y-3=4(x-2). \]

So

\[ \boxed{ y=4x-5 }. \]

2. Two Points

Construct the line through

\[ (-1,2) \]

and

\[ (3,10). \]
Check Answer \[ m= \frac{10-2}{3-(-1)} = \frac84 = 2. \]

Use \((-1,2)\):

\[ y-2=2(x+1). \]

Therefore,

\[ \boxed{ y=2x+4 }. \]

3. Vertical Case

Construct the line through

\[ (5,-2) \]

and

\[ (5,7). \]
Check Answer

The \(x\)-coordinates match, so the line is vertical:

\[ \boxed{x=5}. \]

4. Slope and \(y\)-Intercept

Construct the line with slope

\[ -\frac32 \]

and \(y\)-intercept

\[ (0,6). \]
Check Answer \[ \boxed{ y=-\frac32x+6 }. \]

5. Two Intercepts

Construct the line with intercepts

\[ (8,0) \]

and

\[ (0,4). \]
Check Answer

Intercept form:

\[ \frac{x}{8}+\frac{y}{4}=1. \]

Multiply by \(8\):

\[ x+2y=8. \]

Therefore,

\[ \boxed{x+2y=8}. \]

6. Parallel Through a Point

Construct a line parallel to

\[ y=3x-7 \]

through

\[ (2,5). \]
Check Answer

The slope remains \(3\):

\[ y-5=3(x-2). \]

So

\[ \boxed{ y=3x-1 }. \]

7. Perpendicular Through a Point

Construct a line perpendicular to

\[ y=\frac25x+4 \]

through

\[ (1,-3). \]
Check Answer

The perpendicular slope is

\[ -\frac52. \]

So

\[ \boxed{ y+3=-\frac52(x-1) }. \]

8. Table Construction

\(x\) \(y\)
05
211
520

Construct the affine equation.

Check Answer \[ \frac{11-5}{2-0}=3, \]

and

\[ \frac{20-11}{5-2}=3. \]

So \(m=3\).

Since \(f(0)=5\),

\[ \boxed{ y=3x+5 }. \]

9. Rate and Observation

At \(t=4\) minutes, a container holds \(90\) liters. It drains at \(6\) liters per minute. Construct a model for volume \(V\).

Check Answer

The slope is

\[ -6. \]

The known point is

\[ (4,90). \]

So

\[ \boxed{ V-90=-6(t-4) }. \]

Equivalently,

\[ \boxed{ V=-6t+114 }. \]

10. Inconsistent Conditions

Can one line have slope \(2\) and pass through both

\[ (0,1) \]

and

\[ (2,8)? \]
Check Answer

The slope between the points is

\[ \frac{8-1}{2-0} = \frac72. \]

This is not \(2\).

Therefore,

\[ \boxed{\text{no such line exists}}. \]

11. Perpendicular Bisector

Construct the perpendicular bisector of the segment joining

\[ (0,0) \]

and

\[ (4,2). \]
Check Answer

The midpoint is

\[ \left( \frac{0+4}{2}, \frac{0+2}{2} \right) = (2,1). \]

The segment slope is

\[ \frac{2-0}{4-0} = \frac12. \]

The perpendicular slope is

\[ -2. \]

So

\[ y-1=-2(x-2). \]

Therefore,

\[ \boxed{ y=-2x+5 }. \]

12. Resource Constraint

Product \(x\) uses \(4\) machine-hours and product \(y\) uses \(6\) machine-hours. Construct the line representing exactly \(120\) machine-hours of use.

Check Answer \[ \boxed{ 4x+6y=120 }. \]

This may be simplified to

\[ \boxed{ 2x+3y=60 }. \]

Key Ideas

Where This Leads

Constructing lines from data and conditions brings together the major tools of linear and affine relationships: slope, intercepts, equation forms, tables, graphing, and geometric constraints. Instead of merely reading or graphing a given line, we can now build the line required by a problem.

From here, the same equations become objects to solve and compare. The next lessons move into linear equations and inequalities, interpolation, extrapolation, trends, and systems, where constructed lines are used to locate thresholds, compare models, describe feasible regions, and analyze relationships among several conditions at once.