题目
Problem
3.
[The distance of the centre of mass of a semicircular arc of radius r r r is 2 r π \frac{2r}{\pi} π 2 r from its centre. ]
A uniform rigid wire framework , shown in Figure 1, consists of two wire semicircular arcs A B AB A B and C D CD C D , both with centre O O O , joined by two straight pieces of wire, A C AC A C and D B DB D B .
Arc A B AB A B has radius 2 a 2a 2 a , arc C D CD C D has radius a a a , A C = D B = a AC=DB=a A C = D B = a , and A C D B ACDB A C D B is a straight line.
The framework lies in a single plane.
(a) Show that the centre of mass of the framework is a distance 6 a 3 π + 2 \frac{6a}{3\pi+2} 3 π + 2 6 a from A B AB A B .
(5)
The point E E E is on the arc A B AB A B and the angle A O E AOE A O E is a right angle.
The framework is freely suspended from A A A .
The framework hangs at rest in a vertical plane with A E AE A E making an angle θ \theta θ with the downward vertical.
(b) Find the exact value of tan θ \tan\theta tan θ , simplifying your answer.
(5)
题目中文翻译
[ 半径为 r r r 的半圆弧的质心到圆心的距离为 2 r π \frac{2r}{\pi} π 2 r 。 ]
图 1 所示的均匀刚性金属丝框架 ,由圆心均为 O O O 的两个金属丝半圆弧 A B AB A B 、C D CD C D ,通过两段直金属丝 A C AC A C 、D B DB D B 连接而成。
圆弧 A B AB A B 的半径为 2 a 2a 2 a ,圆弧 C D CD C D 的半径为 a a a ,A C = D B = a AC=DB=a A C = D B = a ,且 A C D B ACDB A C D B 共线。
框架位于同一平面内。
(a) 证明框架的质心到 A B AB A B 的距离为 6 a 3 π + 2 \frac{6a}{3\pi+2} 3 π + 2 6 a 。
(5)
E E E 点位于圆弧 A B AB A B 上,且 ∠ A O E \angle AOE ∠ A O E 为直角。
框架从 A A A 点自由悬挂。
框架静止悬挂于竖直平面内,A E AE A E 与竖直向下方向成 θ \theta θ 角。
(b) 求 tan θ \tan\theta tan θ 的精确值,并化简答案。
(5)
解答
(a)
解法一
思路
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这是均匀金属丝框架,质量与长度成正比,不与面积成正比。以连接 A , B A,B A , B 的直线为参考,两半圆弧在相反侧,直线段也贡献质量但力矩为零。
答题过程
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Let the common mass per unit length be ρ \rho ρ . Measure signed perpendicular distances from the straight line A B AB A B towards E E E as positive.
The outer semicircular arc has length 2 π a 2\pi a 2 π a and centroid distance 4 a / π 4a/\pi 4 a / π . The inner arc has length π a \pi a π a and centroid distance − 2 a / π -2a/\pi − 2 a / π .
The straight pieces A C AC A C and D B DB D B have total length 2 a 2a 2 a and lie on A B AB A B , so their centroid distance is zero. The total wire length is
L = 2 π a + π a + 2 a = ( 3 π + 2 ) a . L=2\pi a+\pi a+2a=(3\pi+2)a. L = 2 π a + π a + 2 a = ( 3 π + 2 ) a .
By symmetry, the centre of mass G G G lies on O E OE O E . Taking moments of masses about A B AB A B ,
ρ ( 3 π + 2 ) a d = ρ ( 2 π a ) 4 a π + ρ ( π a ) ( − 2 a π ) + ρ ( 2 a ) ( 0 ) . \rho(3\pi+2)a\,d=\rho(2\pi a)\frac{4a}{\pi}+\rho(\pi a)\left(-\frac{2a}{\pi}\right)+\rho(2a)(0). ρ ( 3 π + 2 ) a d = ρ ( 2 π a ) π 4 a + ρ ( π a ) ( − π 2 a ) + ρ ( 2 a ) ( 0 ) .
Cancelling ρ \rho ρ gives
( 3 π + 2 ) a d = 8 a 2 − 2 a 2 = 6 a 2 . (3\pi+2)a\,d=8a^2-2a^2=6a^2. ( 3 π + 2 ) a d = 8 a 2 − 2 a 2 = 6 a 2 .
Hence
d = 6 a 3 π + 2 . \boxed{d=\frac{6a}{3\pi+2}}. d = 3 π + 2 6 a .
(b)
解法一
思路
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悬挂时 A G AG A G 竖直。先求 A G AG A G 与 A O AO A O 的角;由于 A O = O E AO=OE A O = O E 且二者垂直,A E AE A E 与 A O AO A O 成 45 ∘ 45^\circ 4 5 ∘ 。所求角是两角之差,须使用正切差角公式。
答题过程
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Let α = ∠ O A G \alpha=\angle OAG α = ∠ O A G . Since A O = 2 a AO=2a A O = 2 a and O G = d OG=d O G = d ,
tan α = d 2 a = 3 3 π + 2 . \tan\alpha=\frac{d}{2a}=\frac3{3\pi+2}. tan α = 2 a d = 3 π + 2 3 .
Triangle A O E AOE A O E is right-angled and isosceles, so
∠ O A E = 45 ∘ . \angle OAE=45^\circ. ∠ O A E = 4 5 ∘ .
Since 0 < d < 2 a 0<d<2a 0 < d < 2 a , A G AG A G lies between A O AO A O and A E AE A E . When suspended, A G AG A G is vertically downwards, and therefore
θ = 45 ∘ − α . \theta=45^\circ-\alpha. θ = 4 5 ∘ − α .
Using the tangent subtraction formula,
tan θ = 1 − tan α 1 + tan α . \tan\theta=\frac{1-\tan\alpha}{1+\tan\alpha}. tan θ = 1 + tan α 1 − tan α .
Thus
tan θ = 1 − 3 / ( 3 π + 2 ) 1 + 3 / ( 3 π + 2 ) = 3 π + 2 − 3 3 π + 2 + 3 , \tan\theta=\frac{1-3/(3\pi+2)}{1+3/(3\pi+2)}=\frac{3\pi+2-3}{3\pi+2+3}, tan θ = 1 + 3/ ( 3 π + 2 ) 1 − 3/ ( 3 π + 2 ) = 3 π + 2 + 3 3 π + 2 − 3 ,
and hence
tan θ = 3 π − 1 3 π + 5 . \boxed{\tan\theta=\frac{3\pi-1}{3\pi+5}}. tan θ = 3 π + 5 3 π − 1 .
解法二
思路
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也可将 A G AG A G 沿 A E AE A E 与垂直 A E AE A E 的方向投影。两分量的比直接给角度正切,避免先引入另一个角。
答题过程
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Use the original orientation with coordinates
O = ( 0 , 0 ) , A = ( 0 , 2 a ) , E = ( 2 a , 0 ) , G = ( d , 0 ) . O=(0,0),\quad A=(0,2a),\quad E=(2a,0),\quad G=(d,0). O = ( 0 , 0 ) , A = ( 0 , 2 a ) , E = ( 2 a , 0 ) , G = ( d , 0 ) .
Then the vector from A A A to G G G has components ( d , − 2 a ) (d,-2a) ( d , − 2 a ) . A unit vector along A E AE A E is ( 1 , − 1 ) / 2 (1,-1)/\sqrt2 ( 1 , − 1 ) / 2 , so the component of A G AG A G along A E AE A E is
d + 2 a 2 . \frac{d+2a}{\sqrt2}. 2 d + 2 a .
The magnitude of its perpendicular component is
2 a − d 2 , \frac{2a-d}{\sqrt2}, 2 2 a − d ,
since d < 2 a d<2a d < 2 a .
As A G AG A G becomes vertical when suspended, the angle between A G AG A G and A E AE A E is θ \theta θ . Thus
tan θ = ( 2 a − d ) / 2 ( 2 a + d ) / 2 = 2 a − d 2 a + d . \tan\theta=\frac{(2a-d)/\sqrt2}{(2a+d)/\sqrt2}=\frac{2a-d}{2a+d}. tan θ = ( 2 a + d ) / 2 ( 2 a − d ) / 2 = 2 a + d 2 a − d .
Substituting d = 6 a / ( 3 π + 2 ) d=6a/(3\pi+2) d = 6 a / ( 3 π + 2 ) and cancelling 2 a 2a 2 a ,
tan θ = 1 − 3 / ( 3 π + 2 ) 1 + 3 / ( 3 π + 2 ) . \tan\theta=\frac{1-3/(3\pi+2)}{1+3/(3\pi+2)}. tan θ = 1 + 3/ ( 3 π + 2 ) 1 − 3/ ( 3 π + 2 ) .
Hence
tan θ = 3 π − 1 3 π + 5 . \boxed{\tan\theta=\frac{3\pi-1}{3\pi+5}}. tan θ = 3 π + 5 3 π − 1 .