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CIE 9231 2023 November Paper 31 Q3

A Level / CIE / FM

CIE 9231 2023 Nov Paper 31 Paper · Question 3

题目

Problem

A uniform square lamina of side 2a2a and weight WW is suspended from a light inextensible string attached to the midpoint EE of the side ABAB. The other end of the string is attached to a fixed point PP on a rough vertical wall. The vertex BB of the lamina is in contact with the wall. The string EPEP is perpendicular to the side ABAB and makes an angle θ\theta with the wall (see diagram). The string and the lamina are in a vertical plane perpendicular to the wall. The coefficient of friction between the wall and the lamina is 12\frac12.

Given that the vertex BB is about to slip up the wall, find the value of tan⁡θ\tan\theta.

(8)
题目中文翻译

一块边长为 2a2a、重量为 WW 的均匀正方形薄片,由一根连接在边 ABAB 的中点 EE 处的不可伸长轻绳悬挂。绳的另一端连接在粗糙竖直墙面上的固定点 PP 处。薄片的顶点 BB 与墙面接触。绳 EPEP 垂直于边 ABAB,并与墙面成 θ\theta 角(见图)。绳和薄片位于一个垂直于墙面的竖直平面内。墙面与薄片之间的摩擦系数为 12\frac12。

已知顶点 BB 即将沿墙面向上滑动,求 tan⁡θ\tan\theta 的值。

(8)
原卷通用作答要求

Answer all questions. You should use a calculator where appropriate.

You must show all necessary working clearly; no marks will be given for unsupported answers from a calculator.

Give non-exact numerical answers correct to 3 significant figures, or 1 decimal place for angles in degrees, unless a different level of accuracy is specified in the question.

请回答所有题目。适当时应使用计算器。必须清楚展示所有必要的计算过程;仅给出计算器答案而没有过程,不予评分。除非题目另有精度要求,非精确数值答案保留 3 位有效数字,以度为单位的角度保留 1 位小数。

Where a numerical value for the acceleration due to gravity (gg) is needed, use 10 m s−210\,\mathrm{m\,s^{-2}}.

需要使用重力加速度 gg 的数值时,取 10 m s−210\,\mathrm{m\,s^{-2}}。

解答

解法一

思路

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BB 即将向上滑,所以极限摩擦力向下。先由水平、竖直平衡确定张力与重力的关系,再绕 BB 取矩。

答题过程

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Let TT be the tension, NN the normal reaction and FF the friction at BB. Resolving horizontally and vertically gives

N= Tsin⁡θ,Tcos⁡θ= W+F,F= 12N.\begin{align*} N=&\,T\sin\theta,\\[4mm] T\cos\theta=&\,W+F,\\[4mm] F=&\,\frac12N. \end{align*}

Thus W=T(cos⁡θ−12sin⁡θ)W=T(\cos\theta-\frac12\sin\theta).

Take moments about BB. The tension is perpendicular to BEBE, and BE=aBE=a, so its moment has magnitude TaTa. From BB to the centre of the square, the displacement is the sum of BEBE and the perpendicular segment from EE to the centre, each of length aa. Their horizontal projections away from the wall are acos⁡θa\cos\theta and asin⁡θa\sin\theta. Therefore

Ta=Wa(cos⁡θ+sin⁡θ).Ta=Wa(\cos\theta+\sin\theta).

Substituting for WW gives

(cos⁡θ−12sin⁡θ)(cos⁡θ+sin⁡θ)= 1,cos⁡2θ+12sin⁡θcos⁡θ−12sin⁡2θ= 1.\begin{align*} \bigg(\cos\theta-\frac12\sin\theta\bigg)(\cos\theta+\sin\theta)=&\,1,\\[4mm] \cos^2\theta+\frac12\sin\theta\cos\theta-\frac12\sin^2\theta=&\,1. \end{align*}

Subtracting cos⁡2θ+sin⁡2θ=1\cos^2\theta+\sin^2\theta=1 gives 12sin⁡θcos⁡θ−32sin⁡2θ=0\frac12\sin\theta\cos\theta-\frac32\sin^2\theta=0. Factoring yields

12sin⁡θ(cos⁡θ−3sin⁡θ)=0.\frac12\sin\theta(\cos\theta-3\sin\theta)=0.

The configuration has sin⁡θ>0\sin\theta>0, so tan⁡θ=1/3\tan\theta=1/3.