The Organizational Chart
Autor: Jyed Morete • July 27, 2016 • Essay • 266 Words (2 Pages) • 707 Views
Top View [pic 1]
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[pic 14] | ||||||
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Side View
Presentation of load carried by the structure:
Primary framings’ self-weight are being considered for the structure’s dead load.
Dead Load | |||||
4TH FLOOR | |||||
| Unit Weight | b | d | h/L | Weight |
| (KN/m^3) | (m) | (m) | (m) | (KN) |
Column | 23.6 | 0.4 | 0.4 | 3.0 | 11.3 |
Slab | 23.6 | 20.0 | 24.0 | 0.2 | 1699.2 |
Beam | 23.6 | 0.4 | 0.6 | 88.0 | 498.4 |
Wall | 23.6 | 0.1 | 2.6 | 88.0 | 648.0 |
Total | 2856.9 | ||||
3RD FLOOR | |||||
| Unit Weight | b | d | h/L | Weight |
| (KN/m^3) | (m) | (m) | (m) | (KN) |
Column | 23.6 | 0.4 | 0.4 | 3.0 | 11.3 |
Slab | 23.6 | 20.0 | 24.0 | 0.2 | 1699.2 |
Beam | 23.6 | 0.4 | 0.6 | 88.0 | 498.4 |
Wall | 23.6 | 0.1 | 2.6 | 88.0 | 648.0 |
Total | 2856.9 | ||||
2ND FLOOR | |||||
| Unit Weight | b | d | h/L | Weight |
| (KN/m^3) | (m) | (m) | (m) | (KN) |
Column | 23.6 | 0.4 | 0.4 | 3.0 | 11.3 |
Slab | 23.6 | 20.0 | 24.0 | 0.2 | 1699.2 |
Beam | 23.6 | 0.4 | 0.6 | 88.0 | 498.4 |
Wall | 23.6 | 0.1 | 2.6 | 88.0 | 648.0 |
Total | 2856.9 | ||||
1ST FLOOR | |||||
| Unit Weight | b | d | h/L | Weight |
| (KN/m^3) | (m) | (m) | (m) | (KN) |
Column | 23.6 | 0.4 | 0.4 | 3.0 | 11.3 |
Slab | 23.6 | 20.0 | 24.0 | 0.2 | 1699.2 |
Beam | 23.6 | 0.4 | 0.6 | 88.0 | 498.4 |
Wall | 23.6 | 0.1 | 2.6 | 88.0 | 648.0 |
Total | 2856.9 | ||||
Provided with the necessary data, the program will automatically compute all the data needed. Some data is based on the NSCP 2010.
Summary of the weight of each Storey:
Floor | Weight | Height | Wh |
4th | 2856.9216 | 12 | 34283.0592 |
3rd | 5713.8432 | 9 | 51424.5888 |
2nd | 8570.7648 | 6 | 51424.5888 |
1st | 11427.6864 | 3 | 34283.0592 |
Total | 28569.2160 |
| 171415.2960 |
Knowing the weight of every floor and the value that the NSCP 2010 provides, we are now to determine the base shear of the structure due to the vibration of the earthquake.
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