| name of the building |
|
|
|
identification
of the compartment |
|
|
|
|
|
variant 2 |
|
| Potential risk calculation |
|
Variant 2 can
be used for an alternative proposition, e.g. improving the fire resistance |
|
|
|
|
|
|
|
|
|
|
| DATA |
Symbol |
Unit |
P - REF |
CHANGING DATA |
|
CHANGED |
Change ?[1] |
Variant 2 |
|
|
|
VALUES |
|
Comments[2] |
|
| Fire load factor q.[3] |
|
|
|
|
|
|
|
|
|
|
| Immobile (building) fire load
density: |
Qi |
MJ/m²[4] |
100 |
B.
Incombustible construction, with max. 10% allowance for combustible
construction elements as windows, roof covering, etc. |
100 |
0[5] |
100 |
no |
100 |
|
|
| Mobile
(moveable) fire load density |
Qm |
MJ/m² |
600 |
d.
Ordinary fire hazard with high fire load (OH3 / NFPA OH Gp2+) |
2000 |
|
2000 |
yes |
2000 |
|
|
| |
|
|
1,35 |
The calculated value of q is = |
q |
= |
1,66 |
|
1,66 |
|
|
| Fire spread factor i.[6] |
|
|
|
|
|
| Temperature rise |
T[7] |
INFO P |
250 |
d. Average
content of residential buildings
(482°F) |
250 |
200[8] |
200 |
no |
250 |
|
|
| Average dimension of content |
m[9] |
INFO P |
1,00 |
Define m: average
dimension of content (see info P or enter value in column F) |
0,10 |
0[10] |
0,10 |
no |
1,00 |
|
|
| Reaction to
fire class of surfaces[11] |
M |
INFO P |
2,5 |
WEIGHTED AVERAGE of the following classes
(link to Info P)[12] |
2,5 |
|
2,5 |
no |
2,50 |
|
|
| |
|
|
1,00 |
The calculated value of i is : |
i |
= |
1,15 |
|
1,00 |
|
|
| Area factor g |
|
|
|
|
|
| Theoretical length |
l |
m |
50 |
Define the
longest distance between the centres of two sides of the compartments'
perimeter. This is the theoretical length l. |
|
50 |
50 |
no |
50,00 |
|
|
| Total
compartment area |
Atot |
m² |
2000 |
Define the total
surface area of the compartment |
|
2000 |
2000 |
no |
2000,00 |
|
|
| Equivalent width |
b |
m |
40 |
Divide this area by
the theoretical length to obtain the equivalent width b. |
|
|
40 |
no |
40,00 |
|
|
| Frontage[13] |
|
|
long |
Building accessible
at its long side |
long |
|
long |
no |
long |
|
|
| |
|
INFO P |
1,28 |
The calculated value of g is : |
g |
= |
1,28 |
|
1,28 |
|
|
| Venting factor v |
|
|
|
|
|
| Mobile
(moveable) fire load density |
Qm |
MJ/m² |
600 |
The mobile fire load Qm, which is
already entered, is used here. |
|
|
2000 |
yes |
2000,00 |
|
|
| STEP 1 :
Floor to ceiling height[14] |
h |
m |
4 |
Define the average
height between floor and ceiling in the compartment. |
|
4 |
4 |
no |
4,00 |
|
|
| Smoke venting
ratio |
STEP 2 |
m² |
3 |
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 |
no |
3,00 |
|
|
| |
STEP 3 |
m² |
10 |
Measure
the aerodynamic area of static smoke vents in m² |
|
10 |
10 |
no |
10,00 |
|
|
| |
|
m² |
0[16] |
Nominal
flow of mechanical (smoke) ventilation systems[17] |
m³/h |
0 |
0 |
no |
0,00 |
|
|
| |
|
m² |
2000 |
Total area of
compartment |
2000 |
ratio |
0,007 |
no |
0,007 |
|
|
| |
k |
|
0,007 |
Estimated smoke
venting ratio k ( if not calculated) |
k = |
0%[18] |
0% |
no |
0,007 |
|
|
| |
|
|
|
Effective smoke venting ratio k: |
|
|
1% |
|
0,007 |
|
|
| |
|
INFO P |
1,00 |
The calculated value of v is: |
v |
= |
1,06 |
|
1,06 |
|
|
| Level factor e |
|
|
|
|
|
| Level[19] |
E |
|
0 |
Mezzanines and platforms : add
decimal value to level number |
|
0,00 |
0,00 |
no |
0,00 |
|
|
| |
|
INFO P |
1,00 |
The calculated value of e is: |
e |
= |
1,00 |
|
1,00 |
|
|
| Access factor z |
|
|
|
|
|
| The number of access
directions[20] |
Z |
|
3 |
The number of
accessible directions is Z (1 to 4). |
|
3 |
3 |
no |
3,00 |
|
|
| Height
difference[21] |
H |
m |
0 |
Height difference
in meter (positive or negative) |
25 |
0 |
0 |
no |
0,00 |
|
|
| |
b |
|
40 |
already
entered for factor g |
|
|
40 |
|
|
|
|
| |
|
INFO P |
1,00 |
Access factor z |
z |
= |
1,00 |
|
1,00 |
|
|
| Potential Risks |
|
|
|
|
|
| |
|
|
|
Potential risk values for : |
|
variant 2 |
|
|
|
|
|
| Fire load
factor q. |
q |
1,66 |
|
property (building and content) |
P |
2,25 |
|
|
|
|
|
| Fire spread
factor i. |
i |
1,00 |
|
occupants (people) |
P1 |
1,76 |
|
|
|
Date of this analysis |
|
| Area factor g |
g |
1,28 |
|
activities |
P2 |
1,35 |
|
|
|
|
|
| Level factor e |
e |
1,00 |
|
|
|
|
|
date(s) of the analysis |
|
| Venting factor
v |
v |
1,06 |
|
|
|
|
|
|
|
| Access factor z |
z |
1,00 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|