AS June 2023 Q4
4.

A uniform triangular lamina \(ABC\) is isosceles, with \(AC = BC\). The midpoint of \(AB\) is \(M\).
The length of \(AB\) is \(18a\) and the length of \(CM\) is \(18a\).
The triangular lamina \(CDE\), with \(DE = 6a\) and \(CD = 12a\), has \(ED\) parallel to \(AB\) and \(MDC\) is a straight line.
Triangle \(CDE\) is removed from triangle \(ABC\) to form the lamina \(L\), shown shaded in Figure 1.
The distance of the centre of mass of \(L\) from \(MC\) is \(d\).
The lamina \(L\) is suspended by two light inextensible strings. One string is attached to \(L\) at \(A\) and the other string is attached to \(L\) at \(B\).
The lamina hangs in equilibrium in a vertical plane with the strings vertical and \(AB\) horizontal.
The weight of \(L\) is \(W\)
The string attached to \(L\) at \(B\) breaks, so that \(L\) is now suspended from \(A\).
When \(L\) is hanging in equilibrium in a vertical plane, the angle between \(AB\) and the downward vertical through \(A\) is \(\theta^\circ\)
| Scheme | Marks | AO |
|---|---|---|
| M(\(CM\)) | M1 | 2.1 |
| \(36a^2 \times 2a = \left(162a^2 - 36a^2\right)d \quad \left(= 126a^2 d\right)\) | A1 A1 | 1.1b 1.1b |
| \(d = \dfrac{4}{7}a\) * | A1* | 2.2a |
| (4) |
Notes
M1: Form moments equation about \(CM\) or a parallel axis. Must be dimensionally correct. Condone sign errors.
A1: Unsimplified equation with at most one error
A1: Correct unsimplified equation
A1*: Obtain given answer from correct working
| Scheme | Marks | AO |
|---|---|---|
| M(\(A\)) | M1 | 3.1b |
| \(T \times 18a = W \times \left(9a + \dfrac{4}{7}a\right)\) | A1 | 1.1b |
| \(T = \dfrac{67}{126}W\) | A1 | 1.1b |
| (3) |
Notes
M1: Complete method to find the required tension e.g. take moments about \(A\). Must be dimensionally correct. Condone sign errors.
A1: Correct unsimplified equation
A1: Or equivalent (\(0.53W\) or better) (\(0.53174\ldots W\))
| Scheme | Marks | AO |
|---|---|---|
| M(\(AB\)) | M1 | 2.1 |
| \(126a^2\bar{y} = 162a^2 \times 6a - 36a^2 \times (6a + 4a)\) | A1 A1 | 1.1b 1.1b |
| \(\bar{y} = \dfrac{34}{7}a\) | A1 | 1.1b |
| Correct use of trig | M1 | 3.1b |
| \(\tan\theta = \dfrac{34}{67}\) | A1ft | 1.1b |
| \(\theta = 27\) or better | A1 | 2.2a |
| (7) | ||
| (14 marks) |
Notes
M1: Complete method to find a relevant vertical distance for the centre of mass of \(L\) e.g. take moments about \(AB\). Condone sign errors.
A1: Unsimplified equation with at most one error
A1: Correct unsimplified equation
A1: Seen or implied
M1: Correct use of trig and the given answer to part (a) to find a relevant angle
A1ft: Correct unsimplified equation for the required angle. Follow their \(\bar{y}\)
A1: 27 or better (26.906……)