The unadjusted RMR of a tunnel roof is 64. A single joint set exists in the roof as shown in the figure. 
Using the abridged RMR table for adjustment orientation, the RMR is _______ (in integer)
The given values are:
The unadjusted RMR of the tunnel roof is \( 64 \).
The dip of the joint is \( 40^\circ \), which falls within the range of \( 20^\circ \) to \( 45^\circ \).
The tunnel is driven in the direction with respect to the joint.
Step 1: Identifying the adjustment for joint dip.
According to the RMR adjustment table:
For a joint dip between \( 20^\circ \) and \( 45^\circ \), the adjustment rating is \( -2 \) when the tunnel is driven with the dip.
Step 2: Adjustment for the orientation of the tunnel.
The tunnel is driven in the same direction as the joint dip, meaning the adjustment rating is \( -2 \).
Step 3: Calculate the final RMR. To calculate the final RMR, we subtract the adjustment from the unadjusted RMR: \[ {Final RMR} = 64 - 2 - 8 = 54 \] Conclusion: The adjusted RMR of the tunnel roof is \( \mathbf{54} \).
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:
In a bord and pillar panel, the following data are obtained:
Number of blasting rounds per shift: 8
Face dimension (m × m): 4.2 × 2.5
Average pull (m): 1.2
Specific gravity of coal: 1.4
Manpower per shift: 100
The OMS (output per manshift) of the panel, in tonne, is ___________ (rounded off to 2 decimal places)}
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)
A five-member truss system is shown in the figure. The maximum vertical force \(P\) in kN that can be applied so that loads on the member CD and BC do NOT exceed 50 kN and 30 kN, respectively, is: 