Step 1: Identify forces acting on the truck.
Forces acting on the truck include:
- Tractive force: 800 kN
- Rolling resistance: 545 kN
- Component of the gravitational force along the incline: \( \text{Force due to gravity} = m \cdot g \cdot \sin(\theta) \)
Where:
- \( m = 250 \, \text{tonne} = 250 \times 10^3 \, \text{kg} \)
- \( g = 10 \, \text{m/s}^2 \)
- \( \theta = 5^\circ \)
Step 2: Net force calculation.
The net force available to accelerate the truck is:
\[
F_{\text{net}} = \text{Tractive force} - \text{Rolling resistance} - \text{Component of gravity along incline}
\]
The component of gravity along the incline:
\[
F_{\text{gravity}} = m \cdot g \cdot \sin(\theta) = 250 \times 10^3 \cdot 10 \cdot \sin(5^\circ) = 250 \times 10^3 \cdot 10 \cdot 0.087 = 217500 \, \text{N}.
\]
So, the net force is:
\[
F_{\text{net}} = 800000 - 545000 - 217500 = 375000 \, \text{N}.
\]
Step 3: Apply Newton's second law.
From Newton's second law, \( F_{\text{net}} = m \cdot a \), so we can solve for acceleration \( a \):
\[
a = \frac{F_{\text{net}}}{m} = \frac{375000}{250 \times 10^3} = 1.5 \, \text{m/s}^2.
\]
Step 4: Use the kinematic equation to find the time.
The kinematic equation is:
\[
v = u + at,
\]
where:
- \( v = 3.3 \, \text{m/s} \) (final speed)
- \( u = 1.0 \, \text{m/s} \) (initial speed)
- \( a = 1.5 \, \text{m/s}^2 \) (acceleration)
Rearranging for time \( t \):
\[
t = \frac{v - u}{a} = \frac{3.3 - 1.0}{1.5} = \frac{2.3}{1.5} = 15.5 \, \text{s}.
\]
Final Answer: 15.5 seconds.

Reciprocal levelling is performed for points P and Q by placing the same levelling instrument at A and B. The observations of staff readings are tabulated as below. 
If the Reduced Level (RL) of P is 115.246 m, then the true RL of Q, in m, is _______ (rounded off to 3 decimal places)
The information of a mining project for a life of three years is given below:
Additional data: Applicable tax rate = 30%
Discount rate = 10%
Depreciation method: Straight line with zero salvage value
Data from a borehole log with collar elevation at 590 mRL are given below. Composite grade is calculated using cores of 5 m above and below the reference bench at 580 mRL. The composite grade, in %, is: