Quantify Dead Loads Acting on Structure Beam Self-Weight (Assume that initial beam size 150 mm x 300mm) = Beam Size x Concrete Density = 0.15 m x 0.3 m x 24 kN/m3 = 1.08 kN/m Ground Floor Gym Room: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2 Library Room: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2 Arcade Room: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2 Brick Wall: = Wall Height x Thickness x Density = 3.4 m x 0.15 m x 19 kN/m3 = 9.69 kN/m
First Floor Balcony: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6kN/m2 Guest Room: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2
Mini Bar: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2 Dressing Room: Slab thickness = 150 mm Slab self-weight = 0.15 m x 24 kN/m3 = 3.6 kN/m2 Brick Wall: = Wall Height x Thickness x Density = 2.8 m x 0.15 m x 19 kN/m3 = 7.98 kN/m
Quantify Live Loads Acting on Structure Ground Floor Gym Room: 5.0 kN/m2 Library Room: 4.0 kN/m2 Arcade Room: 2.0 kN/m2 First Floor Balcony: 2.0 kN/m2 Guest Room: 1.5 kN/m2 Mini Bar: 2.0 kN/m2 Dressing Room: 2.0 kN/m2 (According to 4th schedule of UBBL for live load according to the function of the space.)