Group I Group II (P) Welding (1) Glass (Q) Spider Connector (2) Plastic (R) Mortise and Tenon (3) Brick (S) Mortar (4) Steel (5) Timber
This solution focuses on matching structural joining systems from Group I with their corresponding materials in Group II.
The established correspondences are:
This leads to the match P-4, Q-1, R-5, S-3.
| 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 |
The number of standard cement bags required to prepare 1400 kg of concrete in the ratio of 1:2:4 (mixed by weight batching) is _______________