Fixing purlins, girts, bracings, tie rods, ensuring structural balance & load support.
Secondary Structure Installation refers to the process of erecting supporting components that complement the main structural framework of a pr Read More
Structure Type:
Pre-Engineered Building (PEB)
Material:
Galvanized Cold Formed Steel (IS 277 / ASTM A653)
Member Type:
Purlins
Connection Type:
Bolted Connection
Fixing purlins, girts, bracings, tie rods, ensuring structural balance & load support.
Secondary Structure Installation refers to the process of erecting supporting components that complement the main structural framework of a project. These secondary elements, though not the primary load-bearing members, play a crucial role in enhancing stability, functionality, and integration of the overall structure.
This includes installation of purlins, girts, bracings, cleats, and other supporting members that connect and reinforce the primary structure. Proper installation ensures load distribution, wind resistance, alignment, and ease of fixing external components such as roofing sheets, wall cladding, and accessories.
| Structure Type | Pre-Engineered Building (PEB) |
| Material | Galvanized Cold Formed Steel (IS 277 / ASTM A653) |
| Member Type | Purlins |
| Connection Type | Bolted Connection |
| Bolt Grade | 4.6 / 5.6 as per Design |
| Surface Finish | Hot Dip Galvanized (Minimum 275 GSM Zinc Coating) |
| Installation Method | Manual and Mechanical Assembly |
| Fasteners Type | Self-Drilling Screws / Bolts and Nuts |
| Alignment Tolerance | ±2 mm |
| Overlap Length | As per Manufacturer’s Design |
| Spacing | As per Structural Drawing |
| Bracing Type | Diagonal / Horizontal Rod Bracing |
| Safety Equipment | PPE Kit |
| Inspection Stage | Pre-Installation |
| Testing | Visual Inspection |
| Documentation | Installation Log Sheet |
| Completion Criteria | All Secondary Members Installed |
| Standard Reference | IS 801 |
| Structure Type | Pre-Engineered Building (PEB) |
| Material | Galvanized Cold Formed Steel (IS 277 / ASTM A653) |
| Member Type | Purlins |
| Connection Type | Bolted Connection |
| Bolt Grade | 4.6 / 5.6 as per Design |
| Surface Finish | Hot Dip Galvanized (Minimum 275 GSM Zinc Coating) |
| Installation Method | Manual and Mechanical Assembly |
| Fasteners Type | Self-Drilling Screws / Bolts and Nuts |
| Alignment Tolerance | ±2 mm |
| Overlap Length | As per Manufacturer’s Design |
| Spacing | As per Structural Drawing |
| Bracing Type | Diagonal / Horizontal Rod Bracing |
| Safety Equipment | PPE Kit |
| Inspection Stage | Pre-Installation |
| Testing | Visual Inspection |
| Documentation | Installation Log Sheet |
| Completion Criteria | All Secondary Members Installed |
| Standard Reference | IS 801 |
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