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Right triangle $ABC$, right angle at $C$, $AB = 13$, $BC = 5$, $CA = 12$. Find $\sin A$.直角三角形 $ABC$,直角在 $C$,$AB = 13$、$BC = 5$、$CA = 12$。求 $\sin A$。
The right angle is at $C$, so the hypotenuse is the side opposite $C$, namely $AB = 13$. At vertex $A$, the "opposite" side is the one that does not touch $A$, which is $BC = 5$. By SOH:直角在 $C$,所以斜边是 $C$ 的对边 $AB = 13$。在顶点 $A$ 处,"对边"是不与 $A$ 相接的边,即 $BC = 5$。由 SOH:
This matches option (B). Sanity-check the Pythagorean triple: $5^{2} + 12^{2} = 25 + 144 = 169 = 13^{2}$. $\checkmark$与选项 (B) 相符。用勾股数对照核验:$5^{2} + 12^{2} = 25 + 144 = 169 = 13^{2}$。$\checkmark$
SOH CAH TOA and read off the requested ratio.若你给出的 $\sin\theta$ 或 $\cos\theta$ 候选值大于 $1$,要么把三角比写成了它的倒数,要么把反函数写反了。SAT 设置选项 (D) 正是为了引诱这种错误。锐角选择题的快速筛选法:先看哪些选项 $> 1$,直接排除;剩下的再回忆 SOH CAH TOA 读出题目所求的比。Isosceles right triangle with both legs $7$. Find the hypotenuse, exact form.等腰直角三角形两直角边均为 $7$。求斜边的精确长度。
A 45-45-90 triangle has side ratios $1 : 1 : \sqrt{2}$ (legs : hypotenuse). With each leg equal to $7$, the hypotenuse is $7 \cdot \sqrt{2} = 7\sqrt{2}$. Verify by the Pythagorean theorem:45-45-90 三角形的边比为 $1 : 1 : \sqrt{2}$(两直角边 : 斜边)。每条直角边为 $7$ 时,斜边为 $7 \cdot \sqrt{2} = 7\sqrt{2}$。用勾股定理验证:
$$ \text{hyp}^{2} \;=\; 7^{2} + 7^{2} \;=\; 98 \;\Longrightarrow\; \text{hyp} \;=\; \sqrt{98} \;=\; \sqrt{49 \cdot 2} \;=\; 7\sqrt{2}. \;\checkmark $$This matches option (B).与选项 (B) 相符。
30-60-90 triangle, side opposite $30^{\circ}$ has length $6$. Find side opposite $60^{\circ}$.30-60-90 三角形中,与 $30^{\circ}$ 角相对的边长为 $6$。求与 $60^{\circ}$ 角相对的边长。
A 30-60-90 triangle has side ratios $1 : \sqrt{3} : 2$ for (short leg opposite $30^{\circ}$) : (long leg opposite $60^{\circ}$) : (hypotenuse). With the short leg equal to $6$, the long leg is $6 \sqrt{3}$ and the hypotenuse is $2 \cdot 6 = 12$. The side opposite $60^{\circ}$ is the long leg $= 6\sqrt{3}$. This matches option (C).30-60-90 三角形的边比为 $1 : \sqrt{3} : 2$,对应(与 $30^{\circ}$ 相对的短直角边):(与 $60^{\circ}$ 相对的长直角边):斜边。短直角边为 $6$ 时,长直角边为 $6 \sqrt{3}$,斜边为 $2 \cdot 6 = 12$。与 $60^{\circ}$ 相对的边即长直角边 $= 6\sqrt{3}$。与选项 (C) 相符。
Right triangle $PQR$, right angle at $Q$, $\angle P = 37^{\circ}$, hypotenuse $PR = 20$ cm. (a) Equation. (b) Solve for $QR$. (c) Solve for $PQ$.直角三角形 $PQR$,直角在 $Q$,$\angle P = 37^{\circ}$,斜边 $PR = 20$ cm。(a) 列方程。(b) 求 $QR$。(c) 求 $PQ$。
At vertex $P$, side $QR$ is the opposite side (it is across from $\angle P$) and $PR = 20$ is the hypotenuse. The ratio that uses opposite and hypotenuse is sine: $\sin 37^{\circ} = \dfrac{QR}{20}.$在顶点 $P$ 处,$QR$ 是对边(与 $\angle P$ 相对),$PR = 20$ 是斜边。使用对边和斜边的比是正弦:$\sin 37^{\circ} = \dfrac{QR}{20}.$
Use $\cos 37^{\circ} = \dfrac{PQ}{20}$: $PQ = 20 \cos 37^{\circ} \approx 20 \cdot 0.7986 \approx 15.97 \approx 16.0$ cm. (Pythagorean cross-check: $\sqrt{20^{2} - 12.04^{2}} = \sqrt{400 - 144.96} = \sqrt{255.04} \approx 15.97$ cm. $\checkmark$)用 $\cos 37^{\circ} = \dfrac{PQ}{20}$:$PQ = 20 \cos 37^{\circ} \approx 20 \cdot 0.7986 \approx 15.97 \approx 16.0$ cm。(勾股核验:$\sqrt{20^{2} - 12.04^{2}} = \sqrt{400 - 144.96} = \sqrt{255.04} \approx 15.97$ cm。$\checkmark$)
Right triangle, legs $8$ and $15$, right angle between them. $\theta$ opposite the leg of length $15$. (a) Which ratio? (b) Equation. (c) Solve $\theta$. (d) Other acute angle.直角三角形两直角边为 $8$ 与 $15$,直角夹在两边之间。$\theta$ 与长 $15$ 的边相对。(a) 用哪种比?(b) 列方程。(c) 求 $\theta$。(d) 另一锐角。
The two known sides are the two legs, the opposite side (length $15$) and the adjacent side (length $8$). Neither is the hypotenuse, so the only primary ratio that uses both is tangent (TOA).两条已知边即两条直角边:对边(长 $15$)与邻边(长 $8$)。两者都不是斜边,所以唯一同时用到二者的基本比是 正切(TOA)。
Acute angles in a right triangle sum to $90^{\circ}$, so the other acute angle is $90^{\circ} - 61.9^{\circ} = 28.1^{\circ}$.直角三角形两锐角之和为 $90^{\circ}$,故另一锐角为 $90^{\circ} - 61.9^{\circ} = 28.1^{\circ}$。
HSG-SRT.C.7 in action ($\sin\theta = \cos(90^{\circ} - \theta)$) and BC PC 10 lists it under right-triangle trig. The marker awards A1 in (d) explicitly for citing the complementary relationship rather than re-running $\tan^{-1}(8/15)$. The structural move: always state $\theta_{1}$ and $\theta_{2} = 90^{\circ} - \theta_{1}$ together as a pair.直角三角形里,一旦求出一个锐角,另一个就同时确定,无需再算第二次。这正是 HSG-SRT.C.7 的内容($\sin\theta = \cos(90^{\circ} - \theta)$),BC PC 10 也将其列入直角三角形三角学。评分明确:在 (d) 写余角关系即可得 A1,比再算一次 $\tan^{-1}(8/15)$ 更稳。结构性做法:每次同时写出 $\theta_{1}$ 与 $\theta_{2} = 90^{\circ} - \theta_{1}$。Right triangle $ABC$, right angle at $C$, $AB = 25$, $BC = 7$. (a) $CA$. (b) $\sin A, \cos A, \tan A$. (c) $\angle A$ and $\angle B$. (d) $\sin B$ and check $\sin B = \cos A$.直角三角形 $ABC$,直角在 $C$,$AB = 25$、$BC = 7$。(a) $CA$。(b) $\sin A, \cos A, \tan A$。(c) $\angle A$ 与 $\angle B$。(d) $\sin B$ 并验证 $\sin B = \cos A$。
With hypotenuse $AB = 25$ and one leg $BC = 7$:斜边 $AB = 25$,一直角边 $BC = 7$:
$$ CA^{2} \;=\; AB^{2} - BC^{2} \;=\; 625 - 49 \;=\; 576 \;\Longrightarrow\; CA \;=\; 24. $$Recognise the Pythagorean triple $(7, 24, 25)$, no decimal needed.识别勾股数 $(7, 24, 25)$,无需小数。
At $A$, the opposite side is $BC = 7$, the adjacent side is $CA = 24$, the hypotenuse is $AB = 25$.在 $A$ 处,对边 $BC = 7$,邻边 $CA = 24$,斜边 $AB = 25$。
$$ \sin A \;=\; \frac{7}{25}, \qquad \cos A \;=\; \frac{24}{25}, \qquad \tan A \;=\; \frac{7}{24}. $$$\angle A = \sin^{-1}(7/25) = \sin^{-1}(0.28) \approx 16.26^{\circ} \approx 16.3^{\circ}$. By the complementary-angle relationship (HSG-SRT.C.7), $\angle B = 90^{\circ} - 16.3^{\circ} = 73.7^{\circ}$.$\angle A = \sin^{-1}(7/25) = \sin^{-1}(0.28) \approx 16.26^{\circ} \approx 16.3^{\circ}$。由余角关系(HSG-SRT.C.7),$\angle B = 90^{\circ} - 16.3^{\circ} = 73.7^{\circ}$。
At $B$, the opposite side is $CA = 24$, the hypotenuse is $AB = 25$, so $\sin B = \tfrac{24}{25}$. This equals $\cos A = \tfrac{24}{25}$. $\checkmark$ This is the statement of HSG-SRT.C.7: $\sin B = \sin(90^{\circ} - A) = \cos A$.在 $B$ 处,对边 $CA = 24$,斜边 $AB = 25$,所以 $\sin B = \tfrac{24}{25}$。这与 $\cos A = \tfrac{24}{25}$ 相等。$\checkmark$ 此即 HSG-SRT.C.7:$\sin B = \sin(90^{\circ} - A) = \cos A$。
No-calculator exact values. (a) $\sin 30, \cos 30, \tan 30$. (b) $\sin 45, \cos 45, \tan 45$. (c) 45-45-90 hypotenuse $10$, find legs. (d) 30-60-90 hypotenuse $14$, find both legs.不用计算器的精确值。(a) $\sin 30, \cos 30, \tan 30$。(b) $\sin 45, \cos 45, \tan 45$。(c) 45-45-90 三角形斜边为 $10$,求直角边。(d) 30-60-90 三角形斜边为 $14$,求两条直角边。
From the side strip $1 : \sqrt{3} : 2$ (short : long : hypotenuse):由边比例条 $1 : \sqrt{3} : 2$(短 : 长 : 斜边):
$$ \sin 30^{\circ} \;=\; \frac{1}{2}, \qquad \cos 30^{\circ} \;=\; \frac{\sqrt{3}}{2}, \qquad \tan 30^{\circ} \;=\; \frac{1}{\sqrt{3}} \;=\; \frac{\sqrt{3}}{3}. $$From the side strip $1 : 1 : \sqrt{2}$:由边比例条 $1 : 1 : \sqrt{2}$:
$$ \sin 45^{\circ} \;=\; \cos 45^{\circ} \;=\; \frac{1}{\sqrt{2}} \;=\; \frac{\sqrt{2}}{2}, \qquad \tan 45^{\circ} \;=\; 1. $$$\cos 45^{\circ} = \dfrac{\text{leg}}{10}$ gives $\text{leg} = 10 \cdot \dfrac{\sqrt{2}}{2} = 5\sqrt{2}$. Both legs are equal by symmetry of the isosceles right triangle, so each leg is $5\sqrt{2}$. Pythagorean cross-check: $(5\sqrt{2})^{2} + (5\sqrt{2})^{2} = 50 + 50 = 100 = 10^{2}$. $\checkmark$$\cos 45^{\circ} = \dfrac{\text{直角边}}{10}$ 给出 $\text{直角边} = 10 \cdot \dfrac{\sqrt{2}}{2} = 5\sqrt{2}$。由等腰直角三角形对称性两条直角边相等,故每条均为 $5\sqrt{2}$。勾股核验:$(5\sqrt{2})^{2} + (5\sqrt{2})^{2} = 50 + 50 = 100 = 10^{2}$。$\checkmark$
With hypotenuse $14$, the short leg (opposite $30^{\circ}$) is half the hypotenuse: $14 / 2 = 7$. The long leg (opposite $60^{\circ}$) is $\sqrt{3}$ times the short leg: $7\sqrt{3}$.斜边为 $14$ 时,短直角边(与 $30^{\circ}$ 相对)为斜边的一半:$14 / 2 = 7$。长直角边(与 $60^{\circ}$ 相对)为短直角边的 $\sqrt{3}$ 倍:$7\sqrt{3}$。
Triangle $ABC$, $\angle A = 52^{\circ}$, $\angle B = 74^{\circ}$, $a = 18$ cm. (a) State law + AAS uniqueness. (b) $\angle C$. (c) $b$. (d) $c$. (e) Area via $\tfrac{1}{2} a b \sin C$.三角形 $ABC$,$\angle A = 52^{\circ}$、$\angle B = 74^{\circ}$、$a = 18$ cm。(a) 写定理 + AAS 唯一性。(b) $\angle C$。(c) $b$。(d) $c$。(e) 用 $\tfrac{1}{2} a b \sin C$ 求面积。
Law of Sines: $\dfrac{a}{\sin A} = \dfrac{b}{\sin B} = \dfrac{c}{\sin C}$. An AAS configuration (two angles plus one side opposite a known angle) determines the triangle uniquely because the two angles fix the third (sum $= 180^{\circ}$), and the AAA-shape is then scaled to a unique size by the one given side, every other side follows from the Law of Sines.正弦定理:$\dfrac{a}{\sin A} = \dfrac{b}{\sin B} = \dfrac{c}{\sin C}$。AAS 情形(两角加一已知角对边)唯一确定三角形:两角固定第三角(和为 $180^{\circ}$),AAA 形状再由这一条已知边唯一缩放,其余各边由正弦定理推出。
$\angle C = 180^{\circ} - 52^{\circ} - 74^{\circ} = 54^{\circ}$.
(HSG-SRT.D.9 derives this formula from the perpendicular drop $h = b \sin C$ inside the base-times-height area formula.)(HSG-SRT.D.9 由作高 $h = b \sin C$ 代入"底乘高"面积公式推导此式。)
Part A: triangle $XYZ$, $x = 9, y = 12, \angle Z = 108^{\circ}$. (a) Law + SAS uniqueness. (b) Side $z$. Part B: triangle $LMN$, $\ell = 8, m = 11, \angle L = 35^{\circ}$ (SSA). (c) $M_{1}$. (d) $M_{2}$ + validity check. (e) Why "ambiguous".A 部分:三角形 $XYZ$,$x = 9, y = 12, \angle Z = 108^{\circ}$。(a) 写定理 + SAS 唯一性。(b) 边 $z$。B 部分:三角形 $LMN$,$\ell = 8, m = 11, \angle L = 35^{\circ}$(SSA)。(c) $M_{1}$。(d) $M_{2}$ + 验证有效性。(e) 为何"模糊"。
Law of Cosines: $c^{2} = a^{2} + b^{2} - 2 a b \cos C$. An SAS configuration (two sides with the included angle) admits a unique triangle because the two sides and the angle between them rigidly fix the third side (and hence the remaining angles), the law turns this rigidity into a closed-form length.余弦定理:$c^{2} = a^{2} + b^{2} - 2 a b \cos C$。SAS 情形(两边加夹角)唯一确定三角形:两边及夹角刚性地固定第三边(并由此固定其余两角),余弦定理将这种刚性转化为闭式长度。
With $x = 9, y = 12, \angle Z = 108^{\circ}$:$x = 9, y = 12, \angle Z = 108^{\circ}$:
$$ z^{2} \;=\; x^{2} + y^{2} - 2 x y \cos Z \;=\; 81 + 144 - 2(9)(12) \cos 108^{\circ}. $$$\cos 108^{\circ} \approx -0.3090$, so$\cos 108^{\circ} \approx -0.3090$,故
$$ z^{2} \;\approx\; 225 - 216 \cdot (-0.3090) \;=\; 225 + 66.75 \;=\; 291.75 \;\Longrightarrow\; z \;\approx\; \sqrt{291.75} \;\approx\; 17.08 \;\approx\; 17.1. $$(Sanity-check: the obtuse $\angle Z = 108^{\circ}$ forces $z$ to be the longest side, $z > \max(9, 12) = 12$. $\checkmark$)(核验:钝角 $\angle Z = 108^{\circ}$ 使 $z$ 必为最长边,$z > \max(9, 12) = 12$。$\checkmark$)
$M_{1} = \sin^{-1}(0.7887) \approx 52.07^{\circ} \approx 52.1^{\circ}$.
Supplementary candidate: $M_{2} = 180^{\circ} - 52.1^{\circ} = 127.9^{\circ}$. Check the triangle-angle sum constraint $\angle L + M < 180^{\circ}$ for each:补角候选:$M_{2} = 180^{\circ} - 52.1^{\circ} = 127.9^{\circ}$。对每个候选检验三角形角和约束 $\angle L + M < 180^{\circ}$:
Both candidates produce a legitimate triangle, so this SSA data corresponds to two distinct triangles.两候选均给出合法三角形,故此 SSA 数据对应 两个不同三角形。
The SSA configuration gives the side $m$, the side $\ell$, and the angle $\angle L$ (which is opposite $\ell$, not between the two given sides). Because $\sin$ takes the same value at $M$ and at $180^{\circ} - M$, the Law of Sines cannot, on its own, distinguish the acute from the obtuse candidate, that ambiguity is the "S, S, A" name's signature.SSA 情形给出的是边 $m$、边 $\ell$ 与角 $\angle L$(角 $L$ 与边 $\ell$ 相对,并不夹在两已知边之间)。由于 $\sin$ 在 $M$ 与 $180^{\circ} - M$ 处取同一值,单凭正弦定理无法区分锐角与钝角候选;这正是"S, S, A"命名所标记的模糊。
Surveyor $60$ m from flagpole base, eye level $1.6$ m, angle of elevation $32^{\circ}$. (a) Diagram. (b) Tangent equation $\Rightarrow$ $h$. (c) Total flagpole height. (d) Angle from $40$ m.测量员距旗杆底 $60$ m,眼睛高度 $1.6$ m,仰角 $32^{\circ}$。(a) 图示。(b) 正切方程 $\Rightarrow$ $h$。(c) 旗杆总高。(d) 从 $40$ m 处的仰角。
The right triangle has the horizontal sight line at eye level as one leg ($60$ m), the vertical segment from eye level up to the flagpole's top as the other leg ($h$), and the sloped line of sight as the hypotenuse. The $32^{\circ}$ angle of elevation sits at the surveyor's eye, between the horizontal leg and the hypotenuse. The right angle is at the foot of $h$ on the horizontal sight line.直角三角形:一条直角边为眼睛高度水平视线($60$ m),另一条为从眼睛高度到旗杆顶的竖直段($h$),斜视线为斜边。$32^{\circ}$ 仰角位于测量员眼处,介于水平直角边与斜边之间。直角位于 $h$ 与水平视线的交点。
Opposite ($h$) and adjacent ($60$) give tangent:对边($h$)与邻边($60$)对应正切:
$$ \tan 32^{\circ} \;=\; \frac{h}{60} \;\Longrightarrow\; h \;=\; 60 \tan 32^{\circ} \;\approx\; 60 \cdot 0.6249 \;\approx\; 37.49 \;\approx\; 37.5 \;\text{m}. $$The $h$ above is measured from eye level, not the ground. Total flagpole height: $37.5 + 1.6 = 39.1$ m.上面的 $h$ 是从眼睛高度起算,不是从地面起算。旗杆总高:$37.5 + 1.6 = 39.1$ m。
The flagpole height above eye level is fixed at $37.5$ m (the pole has not moved). At the new horizontal distance $40$ m:旗杆在眼睛高度以上的高度仍为 $37.5$ m(旗杆未动)。新水平距离 $40$ m 时:
$$ \tan \theta \;=\; \frac{37.5}{40} \;=\; 0.9372 \;\Longrightarrow\; \theta \;=\; \tan^{-1}(0.9372) \;\approx\; 43.14^{\circ} \;\approx\; 43.1^{\circ}. $$As the horizontal distance decreases (the surveyor walks closer), $\tan\theta = \tfrac{\text{vertical}}{\text{horizontal}}$ grows, so $\theta$ grows. Geometrically, the line of sight tilts up more steeply when you stand closer to a fixed vertical object.水平距离减小(测量员走近)时,$\tan\theta = \tfrac{\text{竖直}}{\text{水平}}$ 增大,故 $\theta$ 增大。几何上,越靠近固定竖直物体,视线越陡。
Cliff platform $48$ m above lake. Angle of depression to boat $= 18^{\circ}$. (a) Diagram + alternate-interior. (b) Tangent equation $\Rightarrow$ $d$. (c) Repeat with $26^{\circ}$. (d) Distance travelled + direction.崖顶平台距湖面 $48$ m。到船的俯角 $= 18^{\circ}$。(a) 图示 + 内错角。(b) 正切方程 $\Rightarrow$ $d$。(c) 改用 $26^{\circ}$ 重做。(d) 移动距离 + 方向。
The right triangle: vertical leg $48$ m from the platform down to the lake surface, horizontal leg $d$ from the cliff foot to the boat, hypotenuse from platform down to boat. The platform's horizontal sight line and the lake surface are parallel; the sloped sight line is a transversal. By the alternate-interior-angle theorem, the $18^{\circ}$ angle of depression at the platform equals the angle of elevation $18^{\circ}$ at the boat, which is the angle inside the right triangle at the boat.直角三角形:竖直直角边 $48$ m(平台至湖面),水平直角边 $d$(崖底至船),斜边为平台至船。平台水平视线与湖面平行;斜视线为截线。由内错角定理,平台处 $18^{\circ}$ 俯角等于船处 $18^{\circ}$ 仰角,即三角形在船处的内角。
At the boat-vertex, opposite is $48$ m (vertical to platform) and adjacent is $d$ (horizontal):船处顶点上对边为 $48$ m(至平台的竖直距离),邻边为 $d$(水平距离):
$$ \tan 18^{\circ} \;=\; \frac{48}{d} \;\Longrightarrow\; d \;=\; \frac{48}{\tan 18^{\circ}} \;\approx\; \frac{48}{0.3249} \;\approx\; 147.7 \;\approx\; 148 \;\text{m}. $$The boat moved from $148$ m to $98$ m horizontally: $\Delta = 148 - 98 = 50$ m. Direction: toward the cliff (closer, because the new distance is smaller and the angle of depression increased).船的水平位置从 $148$ m 变为 $98$ m:$\Delta = 148 - 98 = 50$ m。方向:朝悬崖方向(新距离更小且俯角增大,意味着更近)。
Two surveyors $A, B$ are $80$ m apart on near bank; both sight point $P$ on far cliff. $\angle BAP = 58^{\circ}$, $\angle ABP = 72^{\circ}$. (a) $\angle APB$. (b) $AP$. (c) $BP$. (d) Vertical height via elevation $24^{\circ}$ from $A$. (e) 3-D justification.两位测量员 $A, B$ 在近岸相距 $80$ m,均观测远岸崖上点 $P$。$\angle BAP = 58^{\circ}$、$\angle ABP = 72^{\circ}$。(a) $\angle APB$。(b) $AP$。(c) $BP$。(d) 用 $A$ 处仰角 $24^{\circ}$ 求竖直高度。(e) 三维做法说明。
Inside triangle $ABP$: $\angle APB = 180^{\circ} - 58^{\circ} - 72^{\circ} = 50^{\circ}$.三角形 $ABP$ 内:$\angle APB = 180^{\circ} - 58^{\circ} - 72^{\circ} = 50^{\circ}$。
In triangle $ABP$, $AB = 80$ is opposite $\angle APB = 50^{\circ}$, and $AP$ is opposite $\angle ABP = 72^{\circ}$:三角形 $ABP$ 中,$AB = 80$ 与 $\angle APB = 50^{\circ}$ 相对,$AP$ 与 $\angle ABP = 72^{\circ}$ 相对:
$$ \frac{AP}{\sin 72^{\circ}} \;=\; \frac{80}{\sin 50^{\circ}} \;\Longrightarrow\; AP \;=\; \frac{80 \sin 72^{\circ}}{\sin 50^{\circ}} \;\approx\; \frac{80 \cdot 0.9511}{0.7660} \;\approx\; 99.33 \;\approx\; 99.3 \;\text{m}. $$$BP$ is opposite $\angle BAP = 58^{\circ}$:$BP$ 与 $\angle BAP = 58^{\circ}$ 相对:
$$ BP \;=\; \frac{80 \sin 58^{\circ}}{\sin 50^{\circ}} \;\approx\; \frac{80 \cdot 0.8480}{0.7660} \;\approx\; 88.56 \;\approx\; 88.6 \;\text{m}. $$The right triangle is: hypotenuse $AP \approx 99.3$ m (the slant), vertical leg $= $ height of $P$ above ground at $A$, horizontal leg $=$ ground projection of $AP$. Using the angle of elevation $24^{\circ}$ at $A$:直角三角形:斜边 $AP \approx 99.3$ m(斜距),竖直直角边 $=$ $P$ 相对 $A$ 处地面的高度,水平直角边 $=$ $AP$ 在地面上的投影。在 $A$ 处仰角 $24^{\circ}$:
$$ \sin 24^{\circ} \;=\; \frac{\text{vertical}}{AP} \;\Longrightarrow\; \text{vertical} \;=\; 99.33 \cdot \sin 24^{\circ} \;\approx\; 99.33 \cdot 0.4067 \;\approx\; 40.39 \;\approx\; 40.4 \;\text{m}. $$Splitting the 3-D problem into a horizontal triangle (solved by Law of Sines for the slant ranges) and a vertical right triangle (solved by primary trig for the height) lets a surveyor measure inaccessible heights without ever crossing the river, exactly the 3-D toolkit named in MCR3U D1.7.把三维问题拆为水平三角形(用正弦定理求斜距)与竖直直角三角形(用基本三角比求高),即可让测量员无需过河便测出不可达高度。这正是 MCR3U D1.7 命名的三维工具组。