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M2 2024 Oct Q6

A Level / Edexcel / M2

IAL 2024 Oct Paper · Question 6

题目

Problem

6.

A uniform beam ABAB, of weight 5W5W and length 12a12a, rests with end AA on rough horizontal ground. A package of weight WW is attached to the beam at BB. The beam rests in equilibrium on a smooth horizontal peg at CC, with AC=9aAC=9a, as shown in Figure 5.

The beam is inclined at an angle θ\theta to the ground, where tan⁡θ=512\tan\theta=\frac5{12}

The beam is modelled as a rod that lies in a vertical plane perpendicular to the peg. The package is modelled as a particle.

The normal reaction between the beam and the peg at CC has magnitude kWkW

Using the model,

(a) show that k=5613k=\frac{56}{13}

(4)

The coefficient of friction between AA and the ground is μ\mu

Given that the beam is resting in limiting equilibrium,

(b) find the value of μ\mu

(6)
题目中文翻译

重为 5W5W、长为 12a12a 的均匀梁 ABAB,其 AA 端位于粗糙水平地面上并静止。 一个重为 WW 的包裹连接于梁的 BB 点。 如图 5 所示,梁在 CC 点支承于光滑水平销钉上并处于平衡状态,其中 AC=9aAC=9a。

梁与地面成 θ\theta 角,其中 tan⁡θ=512\tan\theta=\frac5{12}。

将梁视为位于垂直于销钉的竖直平面内的细杆。 将包裹视为质点。

梁与销钉在 CC 点之间的法向反作用力大小为 kWkW。

利用此模型,

(a) 证明 k=5613k=\frac{56}{13}。

(4)

AA 与地面之间的摩擦系数为 μ\mu。

已知梁处于极限平衡状态,

(b) 求 μ\mu 的值。

(6)

解答

(a)

解法一

思路

展开

光滑销钉的反力垂直于梁,力臂为 9a9a。梁重为 5W5W 且在中点作用,端点另有 WW;这里 WW 已是重量,不再乘 gg。

答题过程

展开

From tan⁡θ=5/12\tan\theta=5/12,

sin⁡θ=513,cos⁡θ=1213.\sin\theta=\frac5{13},\qquad \cos\theta=\frac{12}{13}.

The peg reaction kWkW is perpendicular to the beam. Taking moments about AA,

5W(6acos⁡θ)+W(12acos⁡θ)=kW(9a).5W(6a\cos\theta)+W(12a\cos\theta)=kW(9a).

Cancelling WaWa and substituting cos⁡θ=12/13\cos\theta=12/13,

30(1213)+12(1213)=9k.30\left(\frac{12}{13}\right)+12\left(\frac{12}{13}\right)=9k.

Thus

9k=50413,9k=\frac{504}{13},

and hence

k=5613.\boxed{k=\frac{56}{13}}.

(b)

解法一

思路

展开

销钉反力向左上方,地面摩擦因此向右。水平、竖直分解后用极限摩擦 F=μRF=\mu R;地面支持力不是总重 6W6W,还要扣除销钉反力的竖直分量。

答题过程

展开

Let the ground reaction at AA be RR vertically upwards and the frictional force be FF horizontally to the right.

Resolving horizontally,

F=kWsin⁡θ=5613W513=280169W.F=kW\sin\theta=\frac{56}{13}W\frac5{13}=\frac{280}{169}W.

Resolving vertically,

R+kWcos⁡θ=5W+W.R+kW\cos\theta=5W+W.

Hence

R=6W−5613W1213=342169W.R=6W-\frac{56}{13}W\frac{12}{13}=\frac{342}{169}W.

In limiting equilibrium, F=μRF=\mu R, so

μ=FR=280/169342/169=280342.\mu=\frac{F}{R}=\frac{280/169}{342/169}=\frac{280}{342}.

Therefore

μ=140171.\boxed{\mu=\frac{140}{171}}.