 |
| Total area of the ground covered by the building, (external dimensions of the pillars): |
299,8 |
m2 |
| Surface of the flange, of each of the twelve main pillars, that comes into contact with the concrete base: |
0,636172 |
m2 |
| Surface of the flange, of each of the twelve perimeter pillars, that comes into contact with the concrete base: |
0,210266 |
m2 |
| Surface of the flange, of each of the four internal pillars, that comes into contact with the concrete base: |
0,210266 |
m2 |
| Total surface area of the pillar flanges in contact with the concrete base: |
11,00 |
m2 |
| Static study Base 116a. |
| Weight of the Base 116a: |
17.036 |
Kg |
| Watercourse weight: |
2.172 |
Kg |
| Total weight of the Base 116b: |
19.209 |
Kg |
| Base external dimensions: |
15 X 15 |
m |
| Total height including the bottom and top flange: |
6.465 |
mm |
| Pillars type: |
HEB2 300 |
|
| Pillars material: |
S355N |
|
| Horizontal beams type (Square Hollow Sections): |
S235JR |
|
| Study assumptions: |
| Gravity: |
9,81 |
m/s2 |
| Roof surface projected onto the ground: |
250 |
m2 |
| Total snow load: |
1700 |
N/m2 |
| Total snow load: |
425 |
kN |
| Total roof weight (Roof 116d): |
31.072 |
Kg |
| Total roof weight (Roof 116d): |
304,71 |
kN |
| Air density: |
1,25 |
Kg/m3 |
| Wind speed 165 Km/h: |
45,83 |
m/s |
| Force (wind pressure at the surface): |
1.313 |
N/m2 |
| Total area of each side of the base: |
49,5 |
m2 |
| Total force (wind pressure): |
64.981 |
kN |
| Vertical force (Roof weight and snow load included): |
729,71 |
kN |
| Vertical force at the base in total, applied to the top flanges: |
830,00 |
kN |
| Primary horizontal force, applied to the top flanges: |
100,00 |
kN |
| Secondary horizontal force, applied to the top flanges |
100,00 |
kN |
| Vertical force applied to the middle horizontal beams: |
240,00 |
kN |
| Vertical force applied to the central middle flanges: |
240,00 |
kN |
| Study results (Stress - Yield strength) |
 |
| Study results (Strain) |
 |
| Study results (Displacement) |
 |
| Study results |
| Stress - Yield strength: |
3,55E+08 |
N/m2 |
| Maximum Stress: |
2,30E+08 |
N/m2 |
| Maximum Displacement: |
22,9 |
mm |
| Maximum Strain: |
0,000777 |
ESTRN |
| Factor of safety: |
1,00827 |
|
