# HR Material Takeoff — PEB 100 ft × 200 ft

**Fusion Developers — Fusion PEB standard basis**

## Geometry
- Span (clear): 30.48 m (100 ft) — frontage
- Length: 60.96 m (200 ft) — depth
- Eave: 20 ft | Ridge: 7.62 m | Slope 1:10
- Frames: 11 (10 bays @ 20 ft)
- Purlin lines: 22 (1.5 m c/c, both slopes)

## Takeoff
| Item | Section | Qty | Wt (kg) |
|------|---------|-----|---------|
| Primary Frame - Columns | ISMB 500 (86.9 kg/m) | 22 nos | 11,654 |
| Primary Frame - Rafters | ISMB 500 (86.9 kg/m) | 22 nos | 29,281 |
| Purlins (roof) | Z200x75x1.6 (8.9 kg/m) | 22 lines | 11,936 |
| Bracing + Sag Rods | HR angles / rods | - | 2,865 |
| Base Plates | 25mm plate 600x600 | 22 nos | 1,554 |
| Gusset + Cleat Plates | 16mm gusset / 6mm cleat | 11 frames | 660 |
| J-Bolts (anchor) | 25mm dia x 1.0m | 88 nos | 339 |
| **TOTAL** | | | **58,290** |

**Total structural steel: 58.29 t**
- @ Rs 285/kg = PKR 16,612,659
- @ Rs 255/kg cost = PKR 14,863,958
- ALL-HR alt (C200 purlins 22 kg/m): 75.86 t

## Assumptions (confirm / change)
Single-span portal PEB, ISMB 500 HR primary (A572 Gr50), eave 20 ft, slope 1:10,
20 ft bays, Z-purlins (HR-channel alt available), Fusion 25/16/6 mm plate + 25 mm J-bolt std.
Preliminary takeoff — design check pending PE sign-off.