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CIE 9231 2024 November Paper 32 Q4

A Level / CIE / FM

CIE 9231 2024 Nov Paper 32 Paper · Question 4

题目

Problem

The end AA of a uniform rod ABAB of length 6a6a and weight WW is in contact with a rough vertical wall. One end of a light inextensible string of length 3a3a is attached to the midpoint CC of the rod. The other end of the string is attached to a point DD on the wall, vertically above AA. The rod is in equilibrium when the angle between the rod and the wall is θ\theta, where tan⁡θ=32\tan\theta=\frac32. A particle of weight WW is attached to the point EE on the rod, where the distance AEAE is equal to kaka (3<k<6)(3<k<6) (see diagram). The rod and the string are in a vertical plane perpendicular to the wall. The coefficient of friction between the rod and the wall is 13\frac13. The rod is about to slip down the wall.

(a) Find the value of kk.

(5)

(b) Find, in terms of WW, the magnitude of the frictional force between the rod and the wall.

(2)
题目中文翻译

一根长为 6a6a、重为 WW 的均匀杆 ABAB,其端点 AA 与粗糙竖直墙壁接触。一根长为 3a3a 的不可伸长轻绳的一端连接在杆的中点 CC,另一端连接在墙上位于 AA 正上方的点 DD。当杆与墙壁的夹角为 θ\theta 时,杆处于平衡状态,其中 tan⁡θ=32\tan\theta=\frac32。一个重为 WW 的质点连接在杆上的点 EE 处,距离 AEAE 等于 kaka (3<k<6)(3<k<6)(见图)。杆和绳位于垂直于墙壁的同一竖直平面内。杆与墙壁之间的摩擦系数为 13\frac13。杆即将沿墙壁向下滑动。

(a) 求 kk 的值。

(5)

(b) 用 WW 表示杆与墙壁之间摩擦力的大小。

(2)
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

(a)

解法一

思路

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AC=CDAC=CD,所以杆与绳分别在墙上形成相等的角。先用力的平衡和极限摩擦求张力的分量,再绕 AA 取矩。

答题过程

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Let TT be the tension, RR the normal reaction and FF the friction at AA. Triangle ACDACD is isosceles since AC=CD=3aAC=CD=3a, so the string also makes angle θ\theta with the vertical. Friction acts upwards and F=R/3F=R/3. The horizontal and vertical equilibrium equations are

R= Tsin⁡θ,Tcos⁡θ+F= 2W.\begin{align*} R=&\,T\sin\theta,\\[4mm] T\cos\theta+F=&\,2W. \end{align*}

Since tan⁡θ=3/2\tan\theta=3/2, we have F=13Tsin⁡θ=12Tcos⁡θF=\frac13T\sin\theta=\frac12T\cos\theta. Thus 32Tcos⁡θ=2W\frac32T\cos\theta=2W, so Tcos⁡θ=4W/3T\cos\theta=4W/3 and Tsin⁡θ=2WT\sin\theta=2W. Taking moments about AA gives

 3asin⁡θ Tcos⁡θ +3acos⁡θ Tsin⁡θ= (3+k)aWsin⁡θ.\begin{align*} &\,3a\sin\theta\,T\cos\theta\\[4mm] &\,\hspace{2pt}+3a\cos\theta\,T\sin\theta\\[4mm] =&\,(3+k)aW\sin\theta. \end{align*}

The two tension terms are equal. Dividing by aWsin⁡θaW\sin\theta gives 3+k=6(Tcos⁡θ)/W=83+k=6(T\cos\theta)/W=8, hence k=5k=5.

解法二

思路

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也可绕中点 CC 取矩,直接消去作用于该点的张力和杆的重力。

答题过程

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The equal sides ACAC and CDCD give the same angle θ\theta between the string and the vertical as between the rod and the vertical. Horizontal equilibrium gives R=Tsin⁡θR=T\sin\theta and hence Tcos⁡θ=Rcot⁡θ=2R/3T\cos\theta=R\cot\theta=2R/3. Since F=R/3F=R/3, vertical equilibrium gives 2R/3+R/3=2W2R/3+R/3=2W, so R=2WR=2W and F=2W/3F=2W/3.

Taking moments about CC, the reaction at AA has anticlockwise moment R(3acos⁡θ)R(3a\cos\theta). This balances the clockwise moments of friction at AA and the particle’s weight at EE:

R(3acos⁡θ)=F(3asin⁡θ)+W(k−3)asin⁡θ.R(3a\cos\theta)=F(3a\sin\theta)+W(k-3)a\sin\theta.

Dividing by aWsin⁡θaW\sin\theta gives 6cot⁡θ=2+k−36\cot\theta=2+k-3, so 4=k−14=k-1 and k=5k=5.

(b)

解法一

思路

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极限摩擦力等于摩擦系数乘支持力,支持力由水平平衡得到。

答题过程

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From part (a), R=Tsin⁡θ=2WR=T\sin\theta=2W. Thus the magnitude of the limiting friction is R/3=2W/3R/3=2W/3.