![Column W, C (Teo Vi Vien)
Roof Plan
Dead Load
Slab [ (1.89m x 4.84m) + (0.73m x 3.93m) ] x 1.0 kN/m² = 12.02 kN
Beam (1.59m + 1.97m + 2.73m + 0.72m ) x 1.62 kN/m = 11.36 kN
Total Dead load = 12.02 + 11.36
= 23.38 kN
Live Load
(9.15m² + 2.87m²) x 0.5kN/m² = 6 kN
First Floor Plan
Dead Load
Wall (1.45m + 0.6m + 0.875m + 2.35m) x 8.55kN/m = 45.1 kN
Slab [ (1.45m + 0.875m) x (2.25m + 2.35m) ] x 3.6 kN/m² = 38.5 kN
Beam (1.45m + 0.875m + 2.25m + 2.35m) x 1.62 kN/m = 11.22 kN
Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN
Total Dead Load = 45.1kN + 38.5kN + 11.22kN + 3.24kN
= 98.06 kN
Live Load
(2.325m x 4.6m) x 1.5 kN/m² = 16.04 kN
Ultimate Dead Load
(98.06 kN + 23.38 kN) x 1.4 = 170.02 kN
Ultimate Live Load
(16.04kN + 6 kN) x 1.6 = 35.26 kN
Total Ultimate Load
170.02 kN + 35.26 kN = 205.28 kN](https://image.slidesharecdn.com/column-170811120137/85/column-1-320.jpg)
![Column 4, E (Teo Vi Vien)
Roof Plan
Dead Load
Slab (4.26m x 3.04m) x 1.0 kN/m² = 12.95 kN
Beam (4.26m + 2.89m ) x 1.62 kN/m = 11.36 kN
Total Dead load = 12.95 kN + 11.58 kN
= 24.53 kN
Live Load
(4.26m² + 3.04m²) x 0.5kN/m² = 6.475 kN
First Floor Plan
Dead Load
Wall (3.87m + 1.35m) x 8.55kN/m = 44.63 kN
Slab [ (2.91m + 3.87m) x (1.35m + 2.97m) ] x 3.6 kN/m² = 54.98 kN
Beam (2.91m + 2.91m + 1.8m + 2.97m + 1.35m) x 1.62 kN/m = 19.34 kN
Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN
Total Dead Load = 44.63 kN + 54.98 kN + 19.34 kN + 3.24 kN
= 122.19 kN
Live Load
[(2.91m x 3.87m) + (1.35m x 2.97m) ] x 1.5 kN/m² = 22.91 kN
Ground Floor Plan
Dead Load
Wall (2.91m + 1.35m + 2.97m) x 8.55kN/m = 61.82 kN
Slab (4.26m x 2.97m) x 3.6 kN/m² = 45.55 kN
Beam (2.91m + 2.97m + 1.35m) x 1.62 kN/m = 11.71 kN
Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN
Total Dead Load = 61.82 kN + 45.55 kN + 11.71 kN + 3.24 kN
= 122.32 kN
Live Load
(4.26m x 2.97m) x 1.5 kN/m² = 18.98 kN
Ultimate Dead Load
(122.19 kN + 122.32 kN + 24.53 kN) x 1.4 = 376.66 kN
Ultimate Live Load
(22.91 kN + 18.98 kN + 6.475 kN) x 1.6 = 77.38 kN
Total Ultimate Load
376.66 kN + 77.38 kN = 454.04 kN](data:image/gif;base64,R0lGODlhAQABAIAAAAAAAP///yH5BAEAAAAALAAAAAABAAEAAAIBRAA7)
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Column
- 1. Column W, C (Teo Vi Vien) Roof Plan Dead Load Slab [ (1.89m x 4.84m) + (0.73m x 3.93m) ] x 1.0 kN/m² = 12.02 kN Beam (1.59m + 1.97m + 2.73m + 0.72m ) x 1.62 kN/m = 11.36 kN Total Dead load = 12.02 + 11.36 = 23.38 kN Live Load (9.15m² + 2.87m²) x 0.5kN/m² = 6 kN First Floor Plan Dead Load Wall (1.45m + 0.6m + 0.875m + 2.35m) x 8.55kN/m = 45.1 kN Slab [ (1.45m + 0.875m) x (2.25m + 2.35m) ] x 3.6 kN/m² = 38.5 kN Beam (1.45m + 0.875m + 2.25m + 2.35m) x 1.62 kN/m = 11.22 kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN Total Dead Load = 45.1kN + 38.5kN + 11.22kN + 3.24kN = 98.06 kN Live Load (2.325m x 4.6m) x 1.5 kN/m² = 16.04 kN Ultimate Dead Load (98.06 kN + 23.38 kN) x 1.4 = 170.02 kN Ultimate Live Load (16.04kN + 6 kN) x 1.6 = 35.26 kN Total Ultimate Load 170.02 kN + 35.26 kN = 205.28 kN
- 2. Column 4, E (Teo Vi Vien) Roof Plan Dead Load Slab (4.26m x 3.04m) x 1.0 kN/m² = 12.95 kN Beam (4.26m + 2.89m ) x 1.62 kN/m = 11.36 kN Total Dead load = 12.95 kN + 11.58 kN = 24.53 kN Live Load (4.26m² + 3.04m²) x 0.5kN/m² = 6.475 kN First Floor Plan Dead Load Wall (3.87m + 1.35m) x 8.55kN/m = 44.63 kN Slab [ (2.91m + 3.87m) x (1.35m + 2.97m) ] x 3.6 kN/m² = 54.98 kN Beam (2.91m + 2.91m + 1.8m + 2.97m + 1.35m) x 1.62 kN/m = 19.34 kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN Total Dead Load = 44.63 kN + 54.98 kN + 19.34 kN + 3.24 kN = 122.19 kN Live Load [(2.91m x 3.87m) + (1.35m x 2.97m) ] x 1.5 kN/m² = 22.91 kN Ground Floor Plan Dead Load Wall (2.91m + 1.35m + 2.97m) x 8.55kN/m = 61.82 kN Slab (4.26m x 2.97m) x 3.6 kN/m² = 45.55 kN Beam (2.91m + 2.97m + 1.35m) x 1.62 kN/m = 11.71 kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN Total Dead Load = 61.82 kN + 45.55 kN + 11.71 kN + 3.24 kN = 122.32 kN Live Load (4.26m x 2.97m) x 1.5 kN/m² = 18.98 kN Ultimate Dead Load (122.19 kN + 122.32 kN + 24.53 kN) x 1.4 = 376.66 kN Ultimate Live Load (22.91 kN + 18.98 kN + 6.475 kN) x 1.6 = 77.38 kN Total Ultimate Load 376.66 kN + 77.38 kN = 454.04 kN
- 3. Column 1, E (Teo Chong Yih) Roof Plan Dead Load Slab (1.93m x 3.4m) x 1.0 kN/m² = 6.56 kN Beam (1.78m + 3.4m ) x 1.62 kN/m = 8.39 kN Total Dead load = 6.56 kN + 8.39 kN = 14.95 kN Live Load (1.93m x 3.4m) x 0.5kN/m² = 3.28 kN First Floor Plan Dead Load Wall (3.1m + 1.9m) x 8.55kN/m = 42.75 kN Slab (3.1m x 1.9m) x 3.6 kN/m² = 21.2 kN Beam (3.1m + 1.9m) x 1.62 kN/m = 8.1 kN Column 0.3m x 0.15m x 3m x 24 kN/m³ = 3.24 kN Total Dead Load = 42.75 kN + 21.2 kN + 8.1 kN + 3.24 kN = 75.29 kN Live Load (3.1m x 1.9m) x 1.5 kN/m² =8.84 kN Ground Floor Plan Dead Load Wall (3.1m + 1.9m + 1.35m) x 8.55kN/m = 54.29 kN Slab (3.1m x 1.9m) x 3.6 kN/m² = 21.2 kN Beam (3.1m + 1.9m + 1.35m) x 1.62 kN/m = 10.29 kN Column 0.3m x 0.15m x 3m x 24 kN/m³ = 3.24 kN Total Dead Load = 54.29 kN +21.2 kN + 10.29 kN + 3.24 kN = 89.02 kN Live Load (3.1m x 1.9m) x 1.5 kN/m² =8.84 kN Ultimate Dead Load (75.29 kN + 89.02 kN + 14.95 kN) x 1.4 = 250.96 kN Ultimate Live Load (8.84 kN + 8.84 kN +3.28 kN) x 1.6 = 33.54 kN Total Ultimate Load 250.96 kN + 33.54 kN = 284.5 kN
- 4. Column X, C ( Teo Chong Yih) Roof Plan Dead Load Slab (4.85m x 2.23m) ] x 1.0 kN/m² = 10.82 kN Beam (0.8m + 4.85m + 1.13m) x 1.62 kN/m = 10.98 kN Total Dead load = 10.82 kN + 10.98 kN = 21.8 kN Live Load (4.85m x 2.23m) x 0.5kN/m² = 5.41 kN First Floor Plan Dead Load Wall (2.23m + 0.85m + 0.6m) x 8.55kN/m = 31.46kN Slab [ (1.05m + 0.6m) x (2.23m + 2.4m) ] x 3.6 kN/m² = 27.5 kN Beam (2.3m + 2.4m + 1.3m + 0.9m + 0.9m) x 1.62 kN/m = 12.64 kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24 kN Total Dead Load =31.46kN + 27.5kN + 12.64kN + 3.24kN = 74.84 kN Live Load (1.65m x 4.63m) x 1.5 kN/m² = 11.46 kN Ultimate Dead Load (74.84kN + 21.8 kN) x 1.4 = 135.3 kN Ultimate Live Load (11.46kN + 5.41 kN) x 1.6 = 26.99 kN Total Ultimate Load 135.3 kN + 26.99 kN = 162.29 kN
- 5. Column 4,D (Lim Zanyu) Roof plan Dead load Slab [(1.43m x 2.38m) + (2.69m x 1.8m)] x 1.0kN/m² = 8.25kN Beam (1.13m + 2.21m + 2.69m + 1.65m) x 1.62kN/m = 12.44kN Total dead load 8.25kN + 12.44kN = 20.69kN Live load [(2.2m x 1.35m) + (2.45m x 2.55m)] x 0.5kN/m²= 4.12kN First floor plan Dead load Wall (1.35m + 2.6m + 2.55m) x 8.55kN/m = 72.68kN Slab [(2.2m x 1.35m) x (2.45m x 2.55m)] x 3.6kN/m² = 23.51kN Beams (1.35m + 2.6M + 2.55m + 2.55m) x 1.62kN/m = 17.9kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 72.68kN + 23.52kN + 17.9kN + 3.24kN = 117.33kN Live load [(2.2m x 1.35m) + (2.45m x 2.55m)] x 1.5kN/m² = 13.83kN Ground floor plan Dead load Wall (1.3m + 2.85m + 3.1m) x 8.55kN/m = 61.99kN Slab [(2.85m x 1.3m) + (2.3m x 3.1m) + (0.25m x 2.3m)] x 3.6kN/m² = 41.11kN Beams (1.3m + 2.85m + 3.1m + 2.55m) x 1.62kN/m = 15.88kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 61.99kN + 41.11kN + 15.88kN + 3.24kN = 122.22kN Live load [(2.85m x 1.3m) + (2.3m x 3.1m) + (0.25m x 2.3m)] x1.5kN/m² = 17.13kN Ultimate dead load (20.69kN + 117.33kN + 122.22kN) x 1.4 = 364.34kN Ultimate live load (4.12kN + 13.83kN + 17.13kN) x 1.6 = 56.13kN Total ultimate load 364.34kN + 56.13kN = 420.47kN
- 6. Column 4,F (Lim Zanyu) Roof plan Dead load Slab [(2.99m x 3.04m)] x 1.0kN/m² = 9.09kN Beam (2.79m + 2.89m + 2.89m) x 1.62kN/m = 13.84kN Total dead load 9.09kN + 13.84kN = 22.93kN Live load (2.99m x 3.04m) x 0.5kN/m² = 4.55kN First floor plan Wall (2.7m + 3.95m + 3.7m) x 8.55kN/m = 88.49kN Slabs [(1.1m x 3.95m) + (3.7m x 4.6m)] x 3.6kN/m² = 77.29kN Beams (5.6m + 3.7m + 3.7m + 5.6m + 2.3m) x 1.62kN/m = 33.86kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 88.49kN + 77.29kN + 33.86kN + 3.24kN= 202.88kN Live load [(1.1m x 3.95m) + (3.7m + 4.6m)] x 1.5kN/m² = 32.21kN Ground floor plan Dead load Wall (3.1m + 3.9m) x 8.55kN/m = 59.85kN Slabs [(2.8m x 2.2m) + (3.9m x 3.4m)] x3.6kN/m² = 69.91kN Beam (5.6m + 3.9m + 2.8m) x 1.62kN/m = 19.93kN/m Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 59.85kN + 69.91kN + 19.93kN + 3.24kN = 152.93kN Live load [(2.8m x 2.2m) + (3.9m x 3.4m)] x 1.5kN/m = 29.13kN Ultimate dead load (22.93kN + 202.88kN + 152.93kN) x 1.4 = 530.23kN Ultimate live load (4.55kN + 32.21kN + 29.13) x 1.6 = 105.42kN Total ultimate load 530.23kN + 105.42kN = 635.65kN
- 7. Column 2,E (Teh Sin Ying) Roof plan Dead load Slab [(4.81m x 3.4m)] x 1.0kN/m² = 16.35kN Beam (2.89m + 1.28m + 1.9m + 1.78m) x 1.62kN/m = 12.72kN Total dead load 16.35kN + 12.72kN = 29.07kN Live load (4.81m x 3.4m) x 0.5kN/m² = 8.175kN First floor plan Wall (2.97m + 1.89m + 1.75m) x 8.55kN/m = 56.52kN Slabs (4.86m x 3.25m) x 3.6kN/m² = 56.86kN Beams (2.97m + 1.89m + 1.9m + 1.35m) x 1.62kN/m = 13.14kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 56.52kN + 56.86kN + 13.14kN + 3.24kN = 129.77kN Live load (4.86m x 3.25m) x 1.5kN/m² = 23.69kN Ground floor plan Dead load Wall (1.17m + 1.89m + 1.9m) x 8.55kN/m = 42.41kN Slabs (4.86m + 3.25m) x3.6kN/m² = 56.86kN Beam (2.97m + 1.89m + 1.9m + 1.35m + 1.35m) x 1.62kN/m = 15.33kN/m Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 42.41kN + 56.86kN + 15.33kN + 3.24kN = 117.84kN Live load (4.86m x 3.25m) x 1.5kN/m = 23.69kN Ultimate dead load (29.07kN + 129.77kN + 117.84kN) x 1.4 = 387.35kN Ultimate live load (8.175kN + 23.69kN + 23.69kN) x 1.6 = 88.86kN Total ultimate load 387.35kN + 88.86kN = 476.2kN
- 8. Column 1,E’ (Teh Sin Ying) Roof plan Dead load Slab [(1.93m x 1.975m) + (0.937m x 0.426m)] x 1.0kN/m² = 4.209kN Beam (1.675m + 1.776m + 0.937m) x 1.62kN/m = 7.109kN Total dead load 4.209kN + 7.109kN = 11.32kN Live load (3.81kN + 0.399kN) x 0.5kN/m² = 2.11kN First floor plan Wall (2m + 2m + 0.85m + 0.85m) x 8.55kN/m = 48.735kN Slabs [(2m x 2m) + (0.5m x 0.85m)] x 3.6kN/m² = 15.93kN Beams (2m + 2m + 0.85m) x 1.62kN/m = 7.857kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 48.735kN + 15.93kN + 7.857kN + 3.24kN = 75.762kN Live load [(2m x 2m) + (0.5m x 0.85m)] x 1.5kN/m² = 6.6375kN Ground floor plan Dead load Wall (2m + 2m + 0.85m) x 8.55kN/m = 41.48kN Slabs [(2m x 2m) + (0.5m x 0.85m) x 3.6kN/m² = 15.93kN Beam (2m + 2m + 0.85m) x 1.62kN/m = 7.857kN/m Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 41.48kN + 15.93kN + 7.857kN + 3.24kN = 68.51kN Live load [(2m x 2m) + (0.5m x 0.85m)] x 1.5kN/m² = 6.6375kN Ultimate dead load (11.32kN + 75.762kN + 68.51kN) x 1.4 = 217.83kN Ultimate live load (2.11kN + 6.6375kN + 6.6375kN) x 1.6 = 24.62kN Total ultimate load 217.83kN + 24.62kN = 242.45kN
- 9. Column 1,D (Yen Wei Zheng) Roof plan Dead load Slab (2.56m x 4m) x 1.0kN/m² = 10.24kN Beam (2.56m + 2.56m + 4m) x 1.62kN/m = 14.77kN Total dead load 10.24kN + 14.77kN = 25kN Live load (2.56kN + 4kN) x 0.5kN/m² = 5.12kN First floor plan Wall (1.8m + 2.05m + 2.25m + 2.7m + 0.8m) x 8.55kN/m = 82.08kN Slabs [(2.7m x 2.05m) + (2.25m x 1.8m)] x 3.6kN/m² = 20.115kN Beams (1.8m + 2.05m + 2.25m + 2.7m + 0.8m) x 1.62kN/m = 15.552kN Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 20.115kN + 82.08kN + 15.552kN + 3.24kN = 120.987kN Live load [(2.7m x 2.05m) + (2.25m x 1.8m)] x 1.5kN/m² = 14.38kN Ground floor plan Dead load Wall (4.3m + 1.2m + 1.7m + 1.7m + 0.2m) x 8.55kN/m = 77.805kN Slabs (4.5m + 2m) x3.6kN/m² = 32.4kN Beam (4.3m + 1.2m + 1.7m + 1.7m + 0.2m) x 1.62kN/m = 14.742kN/m Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 32.4kN + 77.805kN + 14.742kN + 3.24kN = 128.187kN Live load (4.5m x 2m) x 1.5kN/m = 13.5kN Ultimate dead load (120.987kN + 128.187kN + 25kN) x 1.4 = 383.84kN Ultimate live load (14.38kN + 13.5kN + 5.12kN) x 1.6 = 52.8kN Total ultimate load 383.84kN + 52.8kN = 436.64kN
- 10. Column 2,D (Yen Wei Zheng) Ground floor plan Dead load Wall (1.1m + 1.1m + 1.2m + 2.1m + 1.7m + 1.7m + 0.75m) x 8.55kN/m = 82.508kN Slabs (4.6m + 2.1m) x3.6kN/m² = 34.776kN Beam (4.1m + 2.1m + 1.2m + 2.1m + 0.75m) x 1.62kN/m = 16.605kN/m Column (0.3m x 0.15m x 3m x 24 kN/m³ ) = 3.24kN Total dead load 34.776kN +82.508kN + 16.605kN + 3.24kN = 137.13kN Live load (4.6m x 2.1m) x 1.5kN/m = 14.49kN Ultimate dead load 137.13kN x 1.4 = 191.98kN Ultimate live load 14.49kN x 1.6 = 23.18kN Total ultimate load 191.98kN + 23.18kN = 215.16kN