G+1 RCC Residential Building

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Scope of work

• 3D RCC frame in STAAD.Pro with wall, slab and parapet loads applied to the beams
• Shear force, bending moment and support-reaction results for design
• 22 isolated pad footings (FC1–FC22, 1000 × 900 mm to 1350 × 1200 mm, 300–325 mm deep) with footing schedule and sections
• Column schedule and details (230 × 350 and 230 × 400 mm columns), beam schedule and sections (230 × 300 mm beams)
• 150 mm two-way slabs with reinforcement schedule, bottom-reinforcement layout and section
• Design basis: M25 concrete and Fe 500 / Fe 500D bars to IS 1786; main wall 13.98 kN/m, partition 6.08 kN/m, slab dead load 4.75 kN/m², live load 2.0 kN/m²