The problem asks for the quantity of water used in making concrete, given the amount of cement, the total mass of concrete, the water-cement ratio, and the concrete's density.
The water-cement ratio is defined as:
$ \text{w/c ratio} = \frac{\text{Mass of Water}}{\text{Mass of Cement}} $
We can rearrange this formula to solve for the Mass of Water:
$ \text{Mass of Water} = \text{w/c ratio} \times \text{Mass of Cement} $
Substitute the given values:
$ \text{Mass of Water} = 0.45 \times 2 \text{ tons} $
$ \text{Mass of Water} = 0.9 \text{ tons} $
To find the quantity in kilograms (kg), we use the conversion factor 1 ton = 1000 kg:
$ \text{Mass of Water (kg)} = 0.9 \text{ tons} \times 1000 \frac{\text{kg}}{\text{ton}} $
$ \text{Mass of Water (kg)} = 900 \text{ kg} $
Therefore, the quantity of water used is 900 kg.
Match the brick masonry bond type in Group I with the corresponding illustration in Group II
| Group I | Group II |
| (P) Rat Trap | (1) ![]() |
| (Q) English | (2) ![]() |
| (R) Flemish | (3) ![]() |
| (S) Stretcher | (4) ![]() |
(5) ![]() |
| Group - I | Group - II |
| P Bracket | 1 Door |
| Q Baluster | 2 Dome |
| R Key stone | 3 Cornice |
| S Holdfast | 4 Arch |
| 5 Staircase |
| Group-I | Group-II |
| P Needle Vibrator | 1 Concrete Pavement |
| Q Shutter Vibrator | 2 Pre-cast Concrete Unit |
| R Surface Vibrator | 3 Beam-Column Junction |
| S Table Vibrator | 4 Retaining Wall |
| 5 Slip Forming |
| Group-I | Group-II |
| P Scaffolding | 1 To support unsafe structure |
| Q Formwork | 2 To support platforms for workmen and materials at raised height during construction |
| R Shoring | 3 Removal of water from pits |
| S Underpinning | 4 Mould for RCC Structure |
| 5 Strengthening the existing foundation |