1. The document calculates the dead loads and live loads on column 6F at the ground and roof levels of a building. At the ground level, the total dead load is 233.03kN and the total live load is 143.96kN. At the roof level, the total dead load is 34.86kN and the total live load is 9.64kN. 2. It then calculates the ultimate load on the column, which is the sum of the total dead loads multiplied by 1.4 and the total live loads multiplied by 1.6. The ultimate load is calculated to be 443.42kN.

1. BLD61203 STRUCTURES
GROUP 8 ANDY CHIN 0326973 I DAPHNE TAN 0329055 I TANG LAM YU 0324966 I TEOW KAH YAN 0327201
Column 6F
Ground Level
Dead load Live load
1 Dead load from slab 1 Live load from master bedroom
= = (3.467-2.000)m x 3.000m x 1.5kN/m2
= 6.60kN
= 6.425m x 3.000m x 3.6kN/m2
= 69.39kN 2 Live load from living room
= 2.958m x 3.000m x 2.0kN/m2
2 Dead load from beam = 14.75kN
=
3 Live load from bathroom
= 15.58kN = 2.000m x 3.000m x 2.0N/m2
= 12.00kN
3 Dead load from brickwall
= Total live load
= (6.60 + 14.75 + 12.00)kN
= 143.96kN = 33.35kN
4 Dead load from column
= (0.15m x 0.30m) x 3.80m x 24kN/m3
= 4.10kN
Total dead load
= (69.39 + 15.58 + 143.96 + 4.10)kN
= 233.03kN
[(6.934/2)+(5.916/2)]m x (6.000/2)m x
3.6kN/m2
(3.467+2.958+3.000+2.000+3.000)m x
1.08kN/m
(3.467+2.958+3.000+2.000+3.000)m x
9.98kN/m

2. BLD61203 STRUCTURES
GROUP 8 ANDY CHIN 0326973 I DAPHNE TAN 0329055 I TANG LAM YU 0324966 I TEOW KAH YAN 0327201
Roof Level
Dead load Live load
1 Dead load from slab = 6.425m x 3.000m x 0.5kN/m2
= = 9.64kN
= 6.425m x 3.000m x 1.0kN/m2 Total live load
= 19.28kN = 9.64kN
2 Dead load from beam
=
= 15.58kN
Total dead load
= (19.28 + 15.58)kN
= 34.86kN
Ultimate load
= Total dead load x 1.4 + Total live load x 1.6
= (233.03 + 34.68)kN x 1.4 + (33.35 + 9.64)kN x 1.6
= 267.71kN x 1.4 + 42.89kN x 1.6
= 443.42kN
[(6.934/2)+(5.916/2)]m x (6.000/2)m x
1.0kN/m2
(3.467+2.958+3.000+2.000+3.000)m x
1.08kN/m