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M2 2021 June Q5

A Level / Edexcel / M2

IAL 2021 June Paper · Question 5

题目

Problem

5.

A uniform rod, of length 8a8a and mass MM, has one end freely hinged to a fixed point AA on a vertical wall. One end of a light inextensible string is attached to the rod at the point BB, where AB=5aAB=5a. The other end of the string is attached to the wall at the point CC, where AC=5aAC=5a and CC is vertically above AA. The rod rests in equilibrium in a vertical plane perpendicular to the wall with angle BAC=70∘BAC=70^\circ, as shown in Figure 3.

(a) Find, in terms of MM and gg, the tension in the string.

(3)

The magnitude of the force acting on the rod at AA is λMg\lambda Mg, where λ\lambda is a constant.

(b) Find, to 2 significant figures, the value of λ\lambda.

(6)
题目中文翻译

一根长为 8a8a、质量为 MM 的均匀杆,其一端通过自由铰链连接于竖直墙上的固定点 AA。一根不可伸长的轻绳的一端连接于杆上的 BB 点,其中 AB=5aAB=5a。绳的另一端连接于墙上的 CC 点,其中 AC=5aAC=5a,CC 位于 AA 的正上方。如图 3 所示,杆在垂直于墙面的竖直平面内静止平衡,且 ∠BAC=70∘\angle BAC=70^\circ。

(a) 用 MM 和 gg 表示绳中的张力。

(3)

AA 点处作用在杆上的力的大小为 λMg\lambda Mg,其中 λ\lambda 为常数。

(b) 求 λ\lambda 的值,保留 2 位有效数字。

(6)

解答

(a)

解法一

思路

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AB=ACAB=AC,所以先由等腰三角形确定绳与杆的夹角。均匀杆的重心在中点;对铰链取矩消去铰链反力。

答题过程

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Since AB=AC=5aAB=AC=5a, triangle ABCABC is isosceles. Therefore

∠ABC=∠BCA=180∘−70∘2=55∘.\angle ABC=\angle BCA=\frac{180^\circ-70^\circ}{2}=55^\circ.

The rod is inclined at 20∘20^\circ to the horizontal. Its weight acts at its midpoint, a distance 4a4a from AA.

Let the tension be TT. Taking moments about AA,

T(5a)sin⁡55∘=Mg(4a)cos⁡20∘.T(5a)\sin55^\circ=Mg(4a)\cos20^\circ.

Hence

T=4cos⁡20∘5sin⁡55∘Mg.\boxed{T=\frac{4\cos20^\circ}{5\sin55^\circ}Mg}.

(b)

解法一

思路

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铰链反力通常既不沿杆也不水平。分别求其水平、竖直分量,再用勾股定理求合力。绳与竖直方向的夹角为 55∘55^\circ。

答题过程

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Let the force at AA have horizontal component HH to the left and vertical component VV upwards. Resolving horizontally and vertically,

H=Tsin⁡55∘,V+Tcos⁡55∘=Mg.H=T\sin55^\circ,\qquad V+T\cos55^\circ=Mg.

Using the unrounded expression for TT,

HMg=45cos⁡20∘,\frac H{Mg}=\frac45\cos20^\circ, VMg=1−4cos⁡20∘cos⁡55∘5sin⁡55∘.\frac V{Mg}=1-\frac{4\cos20^\circ\cos55^\circ}{5\sin55^\circ}.

Since the magnitude of this force is λMg\lambda Mg,

λ=(HMg)2+(VMg)2.\lambda=\sqrt{\left(\frac H{Mg}\right)^2+\left(\frac V{Mg}\right)^2}.

Substitution gives, to 2 significant figures,

λ=0.89.\boxed{\lambda=0.89}.

解法二

思路

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也可以不使用张力:对 CC 取矩消去张力和竖直铰链分量,对 BB 取矩再求竖直分量。注意杆重心在 AA 与 BB 之间,距 BB 为 aa。

答题过程

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Let the hinge-force components be HH to the left and VV upwards. Taking moments about CC, both the tension and VV have zero moment, so

5aH=4aMgcos⁡20∘.5aH=4aMg\cos20^\circ.

Thus

H=45Mgcos⁡20∘.H=\frac45Mg\cos20^\circ.

Taking moments about BB,

aMgcos⁡20∘+5aHcos⁡70∘=5aVcos⁡20∘.aMg\cos20^\circ+5aH\cos70^\circ=5aV\cos20^\circ.

Consequently

V=Mg5+Hcos⁡70∘cos⁡20∘.V=\frac{Mg}{5}+\frac{H\cos70^\circ}{\cos20^\circ}.

Therefore

λ=H2+V2Mg=0.89(2 s.f.).\lambda=\frac{\sqrt{H^2+V^2}}{Mg}=0.89\quad\text{(2 s.f.)}.