column2

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