Loads Calculation

Load Calculations Floor Loads for 125th Slab Thickness of Slab Unit Weight of Concrete Calculations Dead Load of Slab Floor Finishes Partition load

125 mm 25.000 kN/m³

Say Live load Stair case, Corridor Terrace, Portico

3.125 1.500 1.000 5.625 6.000

kN/m² kN/m² kN/m² kN/m²

3.000 kN/m² 4.000 kN/m² 2.000 kN/m²

Floor Loads for 115th Slab Thickness of Slab Unit Weight of Concrete Calculations Dead Load of Slab Floor Finishes

115 mm 25.000 kN/m³

Say Live load Stair case, Corridor Terrace, Portico

2.875 1.500 4.375 5.000

kN/m² kN/m² kN/m² kN/m²

3.000 kN/m² 4.000 kN/m² 2.000 kN/m²

Floor loads for 450mm Sunken Toilets Thickness of Slab Unit Weight of Concrete Calculations Dead Load of Slab Filling Load (0.45*19.2) Floor Finishes Partition load Say Floor loads for 150mm Sunken Toilets Thickness of Slab Unit Weight of Concrete Calculations Dead Load of Slab Filling Load (0.15*19.2) Floor Finishes Partition load

150 mm 25.000 kN/m³ 3.750 8.640 1.500 2.000 15.890 16.000

kN/m² kN/m² kN/m² kN/m² kN/m²

125 mm 25.000 kN/m³ kN/m² kN/m² kN/m²

Say

3.125 2.880 1.500 2.000 9.505 10.000

Extra Floor Load Single Toilets Filling Load (0.15*19.2*1.2*1.80) Per Sqm Partition load (1.2+1.8)*0.115*3.475*19.2 Per Sqm Total Say

6.221 0.256 23.018 0.945 1.201 2.000

kN kN/m²

Extra Partition Load

kN/m² kN/m²

kN/m² kN/m² kN/m²

Length of wall 'l' (3.7+3.2) Thickness of wall 'b' Height of Walls 'h' Slab Thickness 'd' Unit Weight of Brick 'γ' Height=(h-d) (h-d)*b*γ*l Per Sqm Say

6.900 0.115 3.600 0.125 19.200 3.475 52.942 2.175 3.000

m m m m kN/m³ m kN kN/m² kN/m

Wall Loads 230mm thick wall for 3.30m height Thickness of wall 'b' Height of Walls 'h' Depth of Beams 'd' Unit Weight of Brick 'γ' Height=(h-d)

0.230 3.300 0.380 19.200 2.920

m m m kN/m³ m

(h-d)*b*γ Say 115mm thick wall for 3.60m height Thickness of wall 'b' Height of Walls 'h' Depth of Beams 'd' Unit Weight of Brick 'γ' Height=(h-d) (h-d)*b*γ Say

Head room Wall load Thickness of wall 'b' Height of Walls 'h' Depth of Beams 'd' Unit Weight of Brick 'γ' Height=(h-d)

12.895 13.000 kN/m

0.115 3.600 0.380 19.200 3.220

7.110 7.000 kN/m

0.230 2.500 0.415 19.200 2.085

(h-d)*b*γ Say Head room Dead load Lenth of room width of room Height of room width of beam Depth of Beams colum width colum depth Slab thickness Dead load of beam Dead load of column Dead load of slab Total Load For Each Column Say Parapet Wall load Thickness of wall 'b' Parapet wall 'h' 0.9m Unit Weight of Brick 'γ'

m m m kN/m³ m

m m m kN/m³ m

9.207 10.000 kN/m

7.32 4.06 2.5 0.23 0.415 0.3 0.6 0.125 54.31105 45.000 92.873 192.184 49.000 50.000

m m m m m m m m kN kN kN kN kN kN

0.230 m 0.900 m 19.200 kN/m³ h*b*γ Say

3.974 4.000 kN/m