This solution identifies which component listed is NOT typically considered a primary part of a steel truss structure.
We need to determine which of the given options does not belong to a typical steel truss system. Let's examine each component:
While Wall Plates and Anchor Bolts connect the truss to the building or foundation, they are external support or connection elements. Fish Plates, however, are specifically designed for joining members linearly. In the context of a steel truss, where connections are primarily nodal (using gusset plates) and the overall structure connects via base plates and anchor bolts, the fish plate is the least representative component typically found *as part of* the truss's fundamental structure and connection system.
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 |