Architecture Plan
Elevation
Structural plan
Quantify dead load acting on structure Ground floor Studio: Slab thickness = 150mm Slab self-weight = 0.15m x 24kN/m3 = 3.6kN/m
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Laundry room: Slab thickness = 100mm Slab self-weight = 0.10m x 24kN/m3 = 2.4kN/m2 Billiard room: Slab thickness = 150mm Slab self-weight = 0.15 x 24kN/m3 = 3.6kN/m2 Corridor: Slab thickness = 100mm Slab self-weight = 0.1m x 24kN/m3 = 2.4kN/m2 First Floor Rumpus room: Slab thickness = 150mm Slab self-weight = 0.15 x 24kN/m3 = 3.6kN/m2 Bedroom: Slab thickness = 150mm Slab self-weight = 0.15 x 24kN/m3 = 3.6kN/m2 Toilet: Slab thickness = 100mm Slab self-weight = 0.10 x 24kN/m3 = 2.4kN/m2 Balcony: Slab thickness = 100mm Slab self-weight = 0.10 x 24kN/m3 = 2.4kN/m2 Roof Roof slab = 1.0kN/m2
Reinforced concrete wall Wall height x thickness x density of wall = 3m x 0.15m x 24kN/m3 = 10.8kN/m Beam self-weight Beam size x concrete density = (0.2m x 0.3m) x 24kN/m3 = 1.44kN/m
Quantify live loads acting on structure Ground floor Studio = 4.0kN/m2 Laundry room = 3.0kN/m2 Billiard room = 2.0kN/m2 Balcony = 1.5kN/m2 First floor Rumpus room = 2.0kN/m2 Bedroom = 1.5kN/m2 Toilet = 2.0kN/m2 Balcony = 1.5kN/m2 Roof Roof slab = 0.5kN/m2 Identifying one way or two way slab studio = 6900 / 6577.517 = 1.05 1.05 < 2, hence two way slab Laundry room = 4250 / 4150 = 1.02 1.02<2, hence two way slab Billiard room = 8000 / 6550 = 1.22 1.22<2, Hence two way slab Corridor = 4150 / 1725 = 2.4 2.4>2, hence one way slab Rumpus room = 6900 / 6627.517 = 1.04
1.04<2, hence two way slab Bedroom = 6550 / 6000 = 1.09 1.09<2, hence two way slab Toilet = 4250 / 4150 = 1.02 1.02<2, hence two way slab Balcony = 6900 / 1972.4830 = 3.5 3.5>2, hence one way slab
Load distribution diagram