| name of
the building |
|
|
identification
of the compartment |
|
|
|
reference status |
|
| Potential risk calculation |
|
The reference
situation is usually the actual status. |
|
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|
| DATA |
Symbol |
Unit |
|
Results |
|
|
|
Comments[1] |
|
| Fire load factor q.[2] |
|
|
|
|
|
|
|
| Immobile
(building) fire load density: |
Qi |
MJ/m²[3] |
B.
Incombustible construction, with max. 10% allowance for combustible
construction elements as windows, roof covering, etc. |
100 |
0[4] |
100 |
|
|
| Mobile
(moveable) fire load density |
Qm |
MJ/m² |
a1.
Offices |
400 |
200 |
600 |
|
|
| |
|
|
The calculated value of q is = |
q |
= |
1,35 |
|
|
| Fire spread factor i.[5] |
|
|
|
| Temperature
rise |
T[6] |
INFO P |
d. Average
content of residential buildings (
250°C - 482°F) |
250 |
500[7] |
250[8] |
|
|
| Average dimension of content |
m[9] |
INFO P |
Define m: link to: info P or enter value in column F) |
1,00 |
0[10] |
1,00 |
|
|
| Reaction to
fire class of surfaces[11] |
M |
INFO P |
WEIGHTED AVERAGE of the following classes
(link to Info P)[12] |
2,5 |
|
2,5 |
|
|
| |
|
|
The calculated value of i is : |
i |
= |
1,00 |
|
|
| Area factor g |
|
|
|
| Theoretical
length |
L |
m |
Define the
longest distance between the centres of two sides of the compartments'
perimeter. This is the theoretical length l. |
|
50 |
50 |
|
|
| Total
compartment area |
Atot |
m² |
Define the total
surface area of the compartment |
|
2000 |
2000 |
|
|
| Equivalent width |
b |
m |
Divide this area by
the theoretical length to obtain the equivalent width b. |
|
|
40 |
|
|
| Frontage[13] |
|
|
Building accessible at its long side |
long |
|
|
|
|
| |
|
INFO P |
The calculated value of g is : |
g |
= |
1,28 |
|
|
| Venting factor v |
|
|
|
| Mobile
(moveable) fire load density |
Qm |
MJ/m² |
The mobile fire load Qm, which is
already entered, is used here. |
|
|
600 |
|
|
| STEP 1 :
Floor to ceiling height[14] |
h |
m |
Define the average
height between floor and ceiling in the compartment. |
|
4 |
4 |
|
|
| Smoke venting
ratio |
k |
Define the smoke-venting ratio k as follows: |
|
|
|
|
|
|
| |
STEP 2 |
m² |
Total
area of single glazed windows, glass and plastic skylights in the ceiling
(roof) and upper third op the walls giving to the outside.[15] |
|
10 |
3 |
|
|
| |
STEP 3 |
m² |
Measure
the aerodynamic area of static smoke vents in m² |
|
10 |
10 |
|
|
| |
|
Nm³/h |
Nominal
flow of mechanical (smoke) ventilation systems[16] |
|
0 |
0 |
|
|
| |
|
m² |
Total area of
compartment |
2000 |
ratio |
0,650% |
|
|
| |
|
|
The smoke venting
ratio k (calculated with these values)
or estimated |
k = |
[17] |
0,007 |
|
|
| |
|
INFO P |
The calculated value of v is: |
v |
= |
1,00 |
|
|
| Level factor e |
|
|
|
| Level[18] |
E |
|
Mezzanines and platforms : add
decimal value to level number |
|
0 |
0 |
|
|
| |
|
INFO P |
The calculated value of e is: |
e |
= |
1,00 |
|
|
| Access factor z |
|
|
|
| The number of
access directions[19] |
Z |
|
The number of
accessible directions is Z (1 to 4). |
|
3 |
3 |
|
|
| Height
difference[20] |
H |
m |
Height difference
in meter (positive or negative) |
25 |
0 |
0 |
|
|
| |
b |
|
already
entered for factor g |
|
|
40 |
|
|
| |
|
INFO P |
Access factor z |
z |
= |
1,00 |
|
|
| Potential Risks |
|
|
|
| |
|
|
Potential risk values for : |
|
|
|
|
|
| Fire load
factor q. |
q |
1,35 |
property (building and content) |
P |
1,73 |
|
|
|
| Fire spread
factor i. |
i |
1,00 |
occupants (people) |
P1 |
1,35 |
|
Date of this analysis |
|
| Area factor g |
g |
1,28 |
activities |
P2 |
1,28 |
|
|
|
| Level factor e |
e |
1,00 |
|
|
date(s)
of the analysis |
|
| Venting factor
v |
v |
1,00 |
|
|
|
|
| Access factor z |
z |
1,00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
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|