ARTEctural Constructora Inmobiliaria S.A.

🏗️ RCC Column Layout & Details
- Column Types:
- P01: 400 × 400 mm, 8 Nos. 12Ø bars, ties 8Ø @ 175 mm c/c
- P02: 400 × 400 mm, 10 Nos. 12Ø bars, ties 8Ø @ 175 mm c/c

- Elevation (Front View):
- Height: 6500 mm
- Tie spacing: 150 mm top & bottom, 175 mm elsewhere
- PCC (1:4:8) 100 mm thick at base

- Top Views:
- Reinforcement bars arranged symmetrically on all sides
- Clear cover: 25 mm

- Bar Bending Schedule:
- 12Ø bars: 12 Nos., 3000 mm each
- 10Ø bars: 8 Nos., 3200 mm each
- 8Ø stirrups: rectangular, spaced as per design

- Key Notes:
- Concrete grade: M25 (or as per design)
- Steel grade: Fe 500
- Clear cover ensures durability and corrosion resistance

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📌 Learning Points
- Sections show reinforcement details (longitudinal bars + ties).
- Top views guide bar placement.
- Bar schedule simplifies cutting and bending.
- Cover protects steel and ensures structural life.

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